Tender Notice No: . VRTD/09/2013. - Gujarat Electricity Board
Tender Notice No: . VRTD/09/2013. - Gujarat Electricity Board
Tender Notice No: . VRTD/09/2013. - Gujarat Electricity Board
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DIVISION OFFICE GETCO, 220 KV SUB STATION CAMPUS, BHAVNAGAR-RAJKOT ROAD,<br />
VARTEJTRANS.DIVISION - 364060<br />
Telephone <strong>No</strong>.: 0278- 2540629 Fax <strong>No</strong>.: 0278-2540156 Email: eetrvartej@rediffmail.com<br />
<strong>Tender</strong> <strong>No</strong>: - <strong>VRTD</strong>/T/<strong>09</strong>/2013/1813 Dt: 04.06.2013<br />
Name of work: PROVIDING AND LAYING DRAINAGE PIPE LINE WITH<br />
SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY<br />
AREAS.<br />
<strong>Tender</strong> documents for <strong>Tender</strong> <strong><strong>No</strong>tice</strong> <strong>No</strong>: <strong>VRTD</strong>/T/<strong>09</strong>/<strong>2013.</strong> For Civil Works contain following. --<br />
<strong>Tender</strong> <strong><strong>No</strong>tice</strong><br />
General Instructions to <strong>Tender</strong>ers<br />
Special note for pre-qualification.<br />
Scope of work<br />
<strong>Tender</strong> & Contract for works<br />
General Conditions of Contract<br />
Technical Specifications for Civil Works<br />
Appendix I to V<br />
Schedule B (to be submitted in a separate sealed cover)<br />
Signature of the Contractor:<br />
(With rubber stamp & Date)<br />
Executive Engineer (Tr.)<br />
GETCO, TR. D.O. VARTEJ.<br />
Page 1 of 78
Name of Work:<br />
PROVIDING AND LAYING DRAINAGE PIPE LINE WITH<br />
SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY<br />
AREAS.<br />
I N D E X<br />
<strong>Tender</strong> <strong><strong>No</strong>tice</strong><br />
General Instructions to <strong>Tender</strong>ers<br />
Special note for pre-qualification.<br />
Scope of work<br />
<strong>Tender</strong>& Contract for works<br />
General Conditions of Contract<br />
Technical Specifications for Civil Works<br />
Schedule A<br />
Schedule B<br />
Appendix I - Work Experience<br />
Appendix II - Works <strong>Tender</strong>ed/In Hand<br />
Appendix III - Details of Personnel<br />
Appendix IV - Details of Machinery<br />
Appendix V - Performa showing the details of site visit.<br />
Page 2 of 78
<strong>Tender</strong> <strong><strong>No</strong>tice</strong> <strong>No</strong>: . <strong>VRTD</strong>/<strong>09</strong>/<strong>2013.</strong><br />
PROVIDING AND LAYING DRAINAGE PIPE LINE WITH SEPTIC TANK &<br />
SOAK PIT AT 220 KV VARTEJ COLONY AREAS.<br />
ealed percentage rate tenders are invited in two separate sealed covers (Super scribed technical bid and<br />
price bid) for PROVIDING AND LAYING DRAINAGE PIPE LINE WITH SEPTIC<br />
TANK & SOAK PIT AT 220 KV VARTEJ COLONY AREAS.<br />
From Registered Contractors in appropriate class with GETCO/Central/State Government /<br />
Railway/Semi. Govt. and who has executed similar nature of work and magnitude successfully.<br />
<strong>Tender</strong>er should down load the tender documents from this Website and submit the same as per<br />
instructions therein only by RPAD/Speed post<br />
Sr.<br />
<strong>No</strong>.<br />
01.<br />
Name of Work<br />
PROVIDING<br />
AND LAYING<br />
DRAINAGE<br />
PIPE LINE<br />
WITH SEPTIC<br />
TANK & SOAK<br />
PIT AT 220 KV<br />
VARTEJ<br />
COLONY<br />
AREAS.<br />
Estimated<br />
Cost Rs.<br />
Time<br />
Limit<br />
1,99,538.55 1<br />
month<br />
<strong>Tender</strong><br />
Fee Rs.<br />
200.00<br />
(<strong>No</strong>n<br />
refundable)<br />
E.M.D.<br />
Rs.<br />
Appropriat<br />
e class<br />
2000.00 “E-2”<br />
1) Last date of submission of tender :( Technical and Price bids):-18/06/13<br />
(Only by RPAD / Speed post)(During working Hrs. up to 14.00 Hrs.)<br />
2) Due date of opening Tech. bid:- 18/06/13 (at 15.00 Hrs.)<br />
3) Validity of tender: 90 Days from the date of opening of Technical Bid.<br />
<strong>No</strong> tender shall be accepted / opened in any case after due date and time of receipt of tender,<br />
irrespective of delay due to postal services or any other reasons and the GETCO shall not assume<br />
any responsibility for late receipt of tender.<br />
The Earnest Money Deposit and tender fee will be accepted only by Demand Draft on any<br />
Nationalized Bank / Scheduled Bank situated at “SBI-Vartej(Branch code <strong>No</strong>: 60029)”,<br />
drawn in favour of “GETCO, VARTEJ.”. <strong>Tender</strong> without EMD and tender fee shall be rejected. Two<br />
separate demand draft for tender fee and EMD should be submitted with technical bid.<br />
The GETCO reserves the rights to reject any or all tenders or accept any tender without assigning<br />
any reason thereof.<br />
EXECUTIVE ENGINEER (TR)<br />
GETCO, TR. D.O. VARTEJ.<br />
Page 3 of 78
GUJARAT ENERGY TRANSMISSION CORP.LTD.<br />
GENERAL INSTRUCTIONS TO THE TENDEDERERS<br />
Sealed percentage rate tenders are hereby invited for work of PROVIDING AND LAYING<br />
DRAINAGE PIPE LINE WITH SEPTIC TANK & SOAK PIT AT 220 KV<br />
VARTEJ COLONY AREAS. The scope of work is explained in <strong>Tender</strong> Specification. The<br />
work shall be carried out according to the enclosed General Conditions, Technical Specifications &<br />
such of the working drawings approved by the GETCO, & drawings issued by the GETCO, as per the<br />
existing site conditions & requirements, the alterations shall be acceptable without any extra claims.<br />
1.0 <strong>Tender</strong>s must be submitted in the enclosed schedule of work & quantities. Those received in any<br />
other form will not be accepted. They should be accompanied by a covering letter in which the<br />
bidder should give all information as called for in the specifications & any other point which he<br />
would like to be considered along with the tender.<br />
2.0 Bidders are requested to pay an earnest money deposit by demand draft on any Nationalized /<br />
Scheduled Bank at VARTEJ for the amount as specified in the tender notice. This earnest money<br />
will be forfeited by the GETCO in case of successful bidder who, after his tender has been<br />
accepted, refuses to pay the security deposit, sign & complete the contract document before the<br />
validity of the offer. The earnest money will be refunded to all unsuccessful bidders after the<br />
award of contract or expiry of the validity of the offer whichever is later. <strong>Tender</strong>s without<br />
payment of earnest money deposit are liable to be rejected.<br />
The Schedule-B shall be filled up with the quoted % above or below & shall be submitted along<br />
with Schedule -A in sealed envelope superscripted– PRICE BID for PROVIDING AND<br />
LAYING DRAINAGE PIPE LINE WITH SEPTIC TANK & SOAK PIT AT 220<br />
KV VARTEJ COLONY AREAS.<br />
3.0 Other Schedules for tools & tackles, equipments, personnel details etc., and all other necessary<br />
details shall also be submitted, superscripted– PROVIDING AND LAYING DRAINAGE<br />
PIPE LINE WITH SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY<br />
AREAS.<br />
“So as to reach the office of Executive Engineer(TR) GETCO,. Transmission Division Office,<br />
VARTEJ. <strong>Tender</strong>s will be opened on the day & time indicated in the tender notice in the presence of<br />
such bidders who wish to remain present.<br />
3.0 The bidders shall note that no deviations from the technical specifications or commercial<br />
conditions with this bid are acceptable & it will be presumed that the bidder agrees entirely with<br />
the specifications &general terms &conditions of the contract.<br />
4.0 <strong>Tender</strong>s received after time & date specified in the tender notice will not be accepted, in any case.<br />
5.0 The work shall be completed within the period stipulated in the contract. However it may be noted<br />
that drawings shall be released progressively & site clearance arranged accordingly to the<br />
progress of work at site. Therefore the contractor has to organize & coordinate the works to suit<br />
these. In the event of any delay due to the above or due to any other reason not attributable to the<br />
contractor, reasonable extension in the completing the work may be given at the discretion & as<br />
decided by the GETCO but no compensation or idle charges will be paid to the contractor on this<br />
account under any circumstances.<br />
6.0 The GETCO reserves the right to accept any tender irrespective of whether it is lowest or not or to<br />
reject all the tenders without assigning any reasons there of. <strong>Tender</strong>s departing from the technical<br />
Specification or the method of bidding in a radical manner may also be rejected.<br />
10.0 The tenderers shall be presumed to have carefully examined the drawings,<br />
Page 4 of 78
conditions & specifications of the work & to have acquainted themselves with all the details of the<br />
site conditions, scope of work, locations, materials, geological & weather<br />
conditions/characteristics, labour conditions & in general necessary information & data etc.<br />
pertaining to & need of the work. (Proforma given in Appendix-V shall be filled and submitted with<br />
tender).<br />
11.0 On acceptance of the tender the name(s) of the accredited representative(s) of the tenderer<br />
who would be responsible for taking instructions from the Engineers of the GETCO shall be<br />
communicated to the Executive Engineer (TR) <strong>Gujarat</strong> Energy Transmission Corporation,<br />
Transmission Circle Office VARTEJ.<br />
12.0 All royalties, sales tax, toll tax, local tax, development charges & any other taxes Works<br />
Contract taxes etc. in respect of this contract shall be payable by the contractor & GETCO will<br />
not entertain any claims whatsoever in this aspect. Any statutory variation in future towards the<br />
above mentioned taxes that shall also be payable by the contractor & <strong>Gujarat</strong> Energy<br />
Transmission Corporation, Transmission Division Office VARTEJ shall not entertain any claim of<br />
whatsoever nature, during or after the completion of this tendered work. Proof of such payments<br />
made by the Contractor to the appropriate departments shall be produced to GETCO failing<br />
which appropriate amount shall be withheld on getting information / instruction from the<br />
concerned departments. The bidders must enclose last three year’s Annual Accounts i.e. profit &<br />
loss account and balance sheet along with the tender submitted by them.<br />
13.0 This specification is intended as a general description of quality envisaged for materials &<br />
workmanship & of the finished work. It is not intended to cover minute details. The work shall be<br />
executed in accordance with the best modern practice & to the complete satisfaction of the<br />
GETCO. Special techniques approved by the GETCO shall be used if & where found necessary.<br />
This specification shall have precedence if any thing contrary to this is stated elsewhere in the<br />
contract documents, the GETCO’s decision shall be final & binding to the contractor on any issue<br />
arising out of such discrepancies.<br />
14.0 <strong>No</strong> deviations from the Terms & Conditions of the Contract & / or Technical Specification<br />
stipulated in this Contract shall be permitted & the tenders received with deviations shall<br />
summarily be rejected.<br />
15.0 The successful contractor will have to sign an agreement as per the <strong>Gujarat</strong> Energy<br />
Transmission Corporation Ltd.’s rules on stamped paper & the necessary stamp duty charges<br />
shall be borne by the contractor.<br />
16.0 Bidders must submit the schedule of quantities & rates by quoting the % above or below the<br />
total estimated cost & other schedules duly signed & seal of the company. Any tender not bearing<br />
signature of the bidder & seal of the company on all the documents accompanying the tender is<br />
liable to rejection. Further it is specifically instructed that conditional tenders shall summarily be<br />
rejected.<br />
17.0 The bidder shall carefully study the work to be carried. The GETCO will not pay any extra or<br />
rate for any reason in case the contractor claims, after acceptance of contract, to have misjudged<br />
the site condition.<br />
18.0 The percentage quoted shall include cost towards of all materials, & machinery including<br />
equipments, fixtures, labour, constructional equipments, fuel, scaffolding, staging, ramps,<br />
walkways, approach and haul road, temporary works, etc. bearing permanent or temporary<br />
nature necessary for the completion of the work in all respects, except for those items specifically<br />
mentioned to be furnished by the GETCO. The contractor must also arrange for the transport of<br />
materials & include all such costs in the rates quoted by him for finished work.<br />
19.0 The Quoted % above or below shall be written both in words, & figures & the units in words.<br />
If any discrepancy occurs between words & figures, then words shall prevail. The tender<br />
documents shall be written legibly & free from erasure, overwriting or conversions of figures,<br />
crossing out, initializing, dating & rewriting, shall be avoided.<br />
20.0 During the execution of the work if it is found that the work is not progressing as per the<br />
Scheduled Progress Programme, approved by the GETCO & planned by the Contractor, due to<br />
the reasons attributable to the Contractor suitable action shall be taken as per Clause <strong>No</strong>.3 & 4<br />
appearing in the GETCO’s prescribed Booklet for ``<strong>Tender</strong> & Contractor for Works’’<br />
21.0 The contract or any part thereof shall not be subject to change without the written permission<br />
of the Executive Engineer (TR), GETCO, Transmission Division Office, VARTEJ, or his<br />
authorized representatives.<br />
Page 5 of 78
22.0 <strong>Tender</strong> shall remain open for acceptance for a period of 180 days from the date of Technical<br />
bid opening & during this period no bidder shall be allowed to withdraw his tender. Any such<br />
withdrawals, during the said period will entail forfeiture of the earnest money deposited with the<br />
tender.<br />
23.0 Further information required, if any, can be had from the office of the Executive Engineer<br />
(TR), , GETCO, Transmission Division Office, VARTEJ. But it must be clearly understood that<br />
the tenders must be received complete VARTEJ. in every respects by the due date & time.<br />
24.0 The notice inviting tender, general instructions to the contractors & all documents of this<br />
tender shall form part of the contract.<br />
25.0 The tender shall be accompanied by the following information attached in the form of<br />
proformas attached:<br />
i. Details of the works of similar type & magnitude carried out by the tenderer.<br />
ii. Details of the other works tendered for & in hand on date of submission of this tender.<br />
iii. Details of technical personal of the tenderer who will be made available for this work.<br />
iv. Details of equipment machineries, plant & tools, tackles immediately available with the tenderer<br />
for use of this work.<br />
v. Proforma showing the details of site visit by agency before quoting the tender.<br />
vi. Bar Chart indicating how the tenderer intends to complete the work in the stipulated time limit.<br />
26.0 The electric power, at site, will be made available at one mutually agreed points, free of cost<br />
(connection only) by GETCO. Further distribution will have to be carried out by the contractor as<br />
per requirements at their own cost. The necessary consumption charges will be recovered as per<br />
the tariff rate of GETCO from time to time as per GETCO’s rules.<br />
27.0 The contractor will have to make their own arrangement of water required for construction<br />
activity. However if GETCO supply water then in that case it shall be given at one point on<br />
chargeable basis as per GETCO’s rules. The recovery towards consumption of water, if<br />
construction water is supplied by GETCO, shall be affected at the rates prevailing, during that<br />
period of consumption, in the GETCO.<br />
28.0 Work under this contract shall be completed in all respects within 2 (Two) calendar months<br />
from the date of Letter Of Intent [LOI]. However, interim mile stones to be jointly fixed after issue<br />
of LOI.<br />
29.0 Bidders must quote firm price only, till completion of work under contract, & this is to be<br />
confirmed by bidder while submitting his offer.<br />
30.0 <strong>No</strong> escalation towards labour and material / fuel shall be paid in this execution of contract.<br />
Price quoted shall be firm. Contractor shall pay minimum wages to his labourers as per the<br />
Minimum Wages Act, 1948 & rules there under as applicable from time to time in pursuant to the<br />
State Government notification. The concerned contractor shall submit the details of the payment<br />
with due certificate of LWO/IRO of the GETCO<br />
31.0 Each tenderer shall also submit a Declaration to the effect that tenderer is an engineering<br />
construction firm or an association of firm which has successfully carried out large works of this<br />
nature & has adequate organization & experienced personnel to handle this type & magnitude of<br />
work. Information should be also given regarding the constitution of the firm; it’s authorized,<br />
subscribed & paid up capital, the date & place of registration, the place of business, the names of<br />
the directors & other relevant information.<br />
32.0 In the case of non-Indian firms the declaration should also include an undertaking to the firm<br />
registered, within three months of the date of notice of the acceptance of the tender.<br />
33.0 Failure to so, as required in above clauses, in registering the firm after due notice, the tender<br />
acceptance is liable to result in the annulment of the tender with forfeiture of the earnest money<br />
deposit & other penalties that may be leviable under the conditions specified in tender & contract<br />
documents.<br />
34.0 Each tender shall contain the name, residence & place of business of person or persons<br />
making the tender & shall be signed by the tenderer with his usual signature with seal of the<br />
company.<br />
35.0 <strong>Tender</strong> by partnerships shall furnish the full names of all partners. It shall be signed with the<br />
partnership name by one of the members of the partnership or by an authorized representative<br />
followed by the name &designation of the person signing.<br />
36.0 An attested copy of the constitution of the firm with the name of partners shall be furnished.<br />
Whenever, whether in submission of the tender or later in other matters, the signatures are made<br />
by one person on behalf of Directors or a firm or a corporation, an attested copy of the resolution<br />
Page 6 of 78
of the partners or of law shall be supplied by the tenderer authorizing Witnesses & sureties shall<br />
be persons of status & probity, &their names, occupation & address shall be stated below their<br />
signatures. All signatures shall be dated.<br />
37.0 <strong>Tender</strong>s by corporation shall be signed with the legal name of the corporation followed by the<br />
name of the state of incorporation & by the signature & designation of the president, secretary or<br />
other person authorized to bind it in the matter with rubber seal of the company.<br />
38.0 GETCO reserves the right to delete any item of Schedule-B for which contractor shall not<br />
have any right to claim on this account.<br />
39.0 The quantities in the attached Schedule-B are estimated quantities & may vary on execution<br />
up to any extent for individual items but over all shall remain within +/- 25% (Plus or Minus 25%)<br />
of the total contract value. The rates shall be firm for any such variations.<br />
40.0 Each tender should be accompanied by a Solvency Certificate from a Nationalized /<br />
Scheduled Bank regarding the tenderers’ financial stability to the extent of 20% of the cost of the<br />
work tendered.<br />
41.0 The Bidders shall study the Conditions of site & shall resort to dewatering, where necessary,<br />
by appropriate methods & maintain reasonably dry areas to work at.<br />
42.0 The Contractor shall prepare all required roads to execute various items of this Contract &<br />
arrange all transport of materials & all such costs shall be taken care of while quoting the rates.<br />
<strong>No</strong> extra payments shall be admissible towards such costs. On completion, this shall be cleared if<br />
asked by GETCO at no extra cost.<br />
43.0 <strong>No</strong> idle charges shall be entertained by GETCO for any site conditions or any circumstances.<br />
44.0 The Contractor shall take all requisite & necessary care to observe that no damage is<br />
occurred to the Existing structures, if any. For any damage to the Existing Structures of GETCO,<br />
the Contractor shall be held responsible.<br />
45.0 The Bidders shall note:<br />
I. Percentage rates quoted shall cater for the cost of all materials & labour including all leads & lifts,<br />
tools, plants, consumables such as but not limited to fuels, lubricants, etc. cost due to mobilizing /<br />
demobilizing, temporary / permanent constructions<br />
II. Percentage rates quoted shall include for the details of constructions, which are obviously & fairly<br />
intended & which may not have been specifically referred to in these documents but are essential<br />
for the satisfactory completion of the work.<br />
III. Percentage rates shall be firm for variations up to any extent for individual items but overall shall<br />
remain within +/- 25%[PLUS OR MINUS 25%] of the total contract value.<br />
IV. <strong>No</strong> price escalation on any account, will be payable.<br />
46.0 <strong>Tender</strong>s which do not fulfill all the above conditions & those specified in the documents<br />
attached with this contract document or incomplete in any respect are liable to rejection.<br />
47.0 The contractor shall have a separate Provident Fund Code of RPFC in the name of<br />
company. The contractor, who does not posses such separate P.F. code, shall not be considered<br />
for acceptance of tender. The contractor has to submit such certificate showing P.F. code along<br />
with tender.<br />
48.0 Effect and validity of Bid: The submission of any bid connected with these documents and<br />
specification shall constitute on agreement that bidder shall have no cause of action or claim<br />
against the GETCO for rejection of his bid. The owner shall always be at liberty to reject or<br />
accept split any bid or bids at his sole discretion and<br />
any action will not be called into question and the bidder shall have no claim in that regards<br />
against the owner.<br />
49.0 Site visit: The bidder is advised to visit the site and examine the site condition. Where in the<br />
work is proposed to be carried out and to get himself fully acquainted at his own responsibility for<br />
all information that may be necessary for quoting the tender bid (Proforma given in appendix-V<br />
shall be filled and submit along with tender) and entering in to contract. All cash and liabilities<br />
arising out of the site visit shall be at bidder account.<br />
50.0 Recoveries:<br />
(I) In case of any damage to equipment/machinery or structure/building of GETCO or any public<br />
property due to negligence’s of contractor or any other reasons attributed to contractor the<br />
decision of E.I.C. regarding the amount of recovery shall be final and binding.<br />
(II) If the contractor fails to execute the work as per direction of E.I.C. within the time frame given<br />
GETCO shall get the work done through any other contractor and the cost of execution of such<br />
Page 7 of 78
work along with 15% overhead charges shall be deducted from contractor monthly bill over and<br />
above recovery as per rules.<br />
51.0 Any information, dossier or revised offer once submitted during or after the date of submission<br />
of tender shall not be accepted.<br />
52.0 The tender must reach to the office of Executive Engineer (TR), GETCO Transmission<br />
Division Office, VARTEJ, on or before due date and time of submission mentioned in tender<br />
notice. Any tender received after the due date and time of submission shall not be considered.<br />
53.0 Once the offer submitted will not be returned back for any reason thereof in any case.<br />
Executive Engineer (TR)<br />
GETCO, Transmission Division Office<br />
VARTEJ.<br />
I/We accept the above conditions…<br />
Contractor’s Representative legible signature: ______________________<br />
Name of the person: __________________________________________<br />
Seal of the company<br />
Date & place: _______________________________________________<br />
Page 8 of 78
GETCO<br />
Special note for pre- qualification<br />
Name of work: - PROVIDING AND LAYING DRAINAGE PIPE LINE WITH<br />
SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY AREAS.<br />
The tender documents are for two separate bids i.e. technical bid (i.e. qualifying bid) and price bids<br />
(i.e. commercial bid). Following credentials shall be submitted with the technical bid with the for prequalification<br />
1 Contractor should produce evidence of having experience in executing similar nature of jobs of<br />
not less than 60 % of tender amount and or quantity in a single contract along with the<br />
documentary evidence, preferably photo copy of orders secured from GETCO / Central / State<br />
Government / Railway / Semi- Government and satisfactory completion certificate from respective<br />
department.<br />
2 Latest bank solvency certificate from any nationalized bank for a sum of<br />
Minimum 20% of estimated cost.<br />
3 Separate provident fund code number towards registration of your firm with<br />
Regional P.F. Commissioner.<br />
4 Contractor should submit evidence as a register contractor in appropriate class With Govt./ Semi.<br />
Govt.<br />
5 The details of tools and tackles, owned and available for using in this work.<br />
6 Contractor should produce audited copy of the Balance sheet with profit and loss account of last<br />
three Years.<br />
7. Attested copy of Power of Attorney, if any, for signing the bid documents.<br />
The commercial bid (i.e. Price bid) shown in tender documents comprising schedule B may<br />
please submitted in separate self addressed envelope provided with tender documents.<br />
The technical bid shall be opened at 3.30 pm, if possible on 18/06/13. After scrutinize of the<br />
technical bid if party fail to fulfill the above requirement for pre-qualification, the price bids of such<br />
parties will not be opened. The price bid of qualifying parties thereafter shall be opened on the date<br />
and time communicated to qualified parties afterwards in the presence of parties.<br />
The price bid shall invariably be accompanied with an earnest money deposit of Rs. 2000.00<br />
and will be accepted by demand draft of any Nationalized Bank situated at Vartej drawn in favour of<br />
GETCO. The earnest money deposit in any other form shall not be accepted and no interest shall be<br />
payable on the earnest money deposit<br />
The bid should be clearly subscribe with our reference number due date and title of work. The<br />
offer should be valid for acceptance for a minimum period of 6 months from the date of opening of<br />
technical bid.<br />
Sign. Of Contractor<br />
Executive Engineer (TR)<br />
GETCO, TR. C.O. VARTEJ.<br />
Page 9 of 78
GETCO<br />
SCOPE OF WORK:<br />
The scope of work shall be as follows:<br />
(1) The contractor has to make his own arrangement of water for construction activity at his<br />
own cost. However, if possible, on completion of bore well / open well only, the water<br />
supply line from GETCO will be given at one mutually agreed point. Further distribution will<br />
have to be carried out by the contractor as per their requirements at their cost on<br />
chargeable basis at the rates prevailing in GETCO during that period of consumption<br />
prevailing rate is Rs. 2/- per 1000 liter, if metered, otherwise recovery for water charges<br />
will be effected at two percent of the cost of items as executed in which the water supplied<br />
by GETCO, is used, as certified by the EIC.<br />
(2) All the royalties, taxes, government duties or any unforeseen expenses, if required to be<br />
made; shall be borne by the agency. The rates quoted shall be<br />
deemed to account all such factors after careful consideration of work and site condition.<br />
<strong>No</strong> extra claim shall be entertained in any circumstances on any account.<br />
(3) Earth work in filling and spreading in uniform layer of 150 mm thickness of selected yellow<br />
earth with necessary compaction dressing and watering as directed.<br />
(4) Any activity not specifically mentioned in the tender but necessary in the opinion of<br />
engineer in charge of work must be carried out for successful completion of the job.<br />
(5) Payment shall be made in respective items of the work order.<br />
(6) Before taking up construction activity; the agency has to cut the trees which obstruct the<br />
working, of any diameter, bushes, vegetations, i.e. roots, plant, shrubs, grass etc including<br />
stacking and crediting to GETCO as directed with no extra cost.<br />
Page 10 of 78
GETCO<br />
TENDER AND CONTRACT FOR WORKS<br />
(APPLICATION FOR WORKS CONTRACT)<br />
GENERAL RULES AND DIRECTIONS FOR THE GUIDENCE OF CONTRACTOR:<br />
<strong>No</strong>twithstanding anything contained to the contrary in the specification or tenders in subsequent<br />
exchange of correspondence, the conditions of contract shall be binding on the contractor and any<br />
change or variations expressed or implied, however made in the said conditions shall not be valid or<br />
operative unless expressly sanctioned by the GETCO. The contractor shall be deemed to have fully<br />
informed himself and to have special knowledge of the provisions of the conditions of contract herein<br />
contained.<br />
1. All works proposed to be executed by the contract shall be noticed in one of the English and<br />
one of the vernacular local daily newspapers, stating the work to be carried of as well as the<br />
date of submitting and opening tenders and time allotted in carrying out the work. also the<br />
amount of earnest money to be deposited with the tender and the security deposit to be<br />
deposited by the successful tenderer and the percentage, if any, to be deducted from bills.<br />
2. Copies of specifications, design, drawings, estimated rates, scheduled rates and any other<br />
documents required in connection with the work which will be signed by the Engineer-in-<br />
Charge for the purpose of identifications shall be open for inspections by the contractors at the<br />
office of the Executive Engineer during office hours.<br />
3. Whether the works are proposed to be executed according to the specifications recommended<br />
by the contractor and approved by a competent authority on behalf of the GETCO, such<br />
specifications with designs and drawings shall form part of the accepted tender.<br />
4. The tenderers and receipts for payments made on account of any work, when executed by a<br />
firm should be signed by all the partners except where the contractors are described in their<br />
tender as a firm, in which case the receipt shall be signed in the name of firm including the<br />
partners or some other person having authority to do so.<br />
5. The tenderer at shall fill up the usual form stating at what percentage above or below rates<br />
specified, he is willing to under take the work. Only one rate or such percentage on all the estimated<br />
rates or schedule rates shall be mentioned.<br />
6. <strong>Tender</strong>er which propose any alternation in the work specified in the form in invitation to tender or<br />
in the time allowed for carrying out the works or which contain any other conditions of any sort,<br />
will be liable to rejection.<br />
7. <strong>No</strong> single tender shall include more than one work, but contractors who wish to tender, for two or<br />
more works, shall submit a separate tender for each work. <strong>Tender</strong> shall have the name and the<br />
number of the works, of which they pertain be superscribed on the envelop.<br />
8. The Engineer-in-charge or his duly authorised assistant will open tenders in the presence of any<br />
intending contractors who may be present at the time and will enter the amount of the several<br />
tenders in a comparative statement in a suitable form. In the event of a tender being accepted, the<br />
contractor shall there upon, for the purpose of identification, sign copies of the specifications and<br />
other documents. In the event of tender being rejected, the officer (Engineer-in-charge) shall<br />
authorise the paying officer concerned to refund the amount of the earnest money deposited to<br />
the contractor making the tender on his giving a receipt for the return of the money.<br />
9. The officer, competent to dispose off the tenders, shall have the right of rejecting all or any of the<br />
tenders, without assigning any reasons thereof.<br />
10. <strong>No</strong> receipt for any payment alleged to have been made by contractor in regard to any matter<br />
relating to tender of the contract shall be valid of binding on the GETCO unless it is signed by the<br />
Engineer-in-charge<br />
11. The memorandum of work to be tendered for and the schedule of materials to be supplied by the<br />
GETCO and their rates shall be filled in and completed by the office of the Engineer-in-charge<br />
before the tender form is issued if a form issued, to an intending tenderer has not been so filled in<br />
and uncompleted he shall request the said office to have this done, before the completes and<br />
delivery his tender.<br />
Page 11 of 78
12. All works shall be measured, meet by standard measure and according to rules are custom and<br />
usual in the use in the GETCO, and no proposal to adopt alternative method will be accepted, the<br />
Engineer-in-charge decision as to what is “the usual method in use in the GETCO” shall be final.<br />
13. Every contractor shall, except the registered contractor on the approved list of the GETCO,<br />
produced, along with the tender a solvency certificate from the collector of theDistrict within which<br />
he resides, of a banker’s certificate of his financial stability, if he fails to produce such a certificate<br />
his tender will not be considered.<br />
14. All corrections and addition or pasted slips should be initialed.<br />
15. <strong>Tender</strong>er shall be deemed to have full knowledge of relevant documents, site conditions etc.<br />
whether inspected or not by him.<br />
16. Submissions of tender by a contractor implies that he has read the instructions and condition of<br />
contract herein contained and has made himself aware of the scopes and specifications of the<br />
work to be done and conditions and rates at which stores materials etc. will be issued to him and<br />
local conditions and other factors bearing on the execution of the work.<br />
17. Under no circumstances shall any contractor be entitled to claim enhanced rates for any item of<br />
contract without prior sanction of the competent authority.<br />
18. These rules and directions shall form part of the contract.<br />
TENDER AND CONTRACT FOR WORKS<br />
I/We hereby tender for the GETCO (herein referred as “GETCO”) of the work specified in the<br />
under written memorandum within the time specified Schedule B (Memorandum showing items of<br />
work to be carried out) and in accordance, in all respect, with the specifications, design, drawings<br />
and instructions in writing and as per annexed conditions of contract and agree that when the<br />
materials for works are provided by the GETCO such materials and rates to be paid for them shall<br />
be as provided in Schedule A hereto.<br />
Page 12 of 78
GETCO<br />
MEMORANDUM<br />
a) General Description of Work: PROVIDING AND LAYING DRAINAGE PIPE<br />
LINE WITH SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY<br />
AREAS.<br />
b) Estimated Cost : 199538.55<br />
c) Earnest Money : 2,000.00<br />
d) Security Deposit : 10,000.00<br />
(1) Cash 2 ½ % of the contract amount.<br />
(2) To be deducted 2 ½% from current work of first two R.A. bills in two equal installments.<br />
e) Time allowed for the completion of work from date of written order to commence.<br />
Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and provisions<br />
of the conditions of contract annexed hereto as applicable and in default thereof forfeit and pay to the<br />
GETCO the sums of money mentioned in the said conditions.<br />
Receipt <strong>No</strong>.___________ Date _____________ from the GETCO in respect of the sum of<br />
Rs.__________________________<br />
(Rupees<br />
________________________________________________________________ (the amount to be<br />
specified in figures and words) is herewith forwarded<br />
representing the earnest money (the full value of which is to be absolutely forfeited to the GETCO<br />
should I/We not deposit the full amount of security deposit specified in above memorandum in<br />
accordance with clause-(d). Security Deposit of the said conditions / otherwise the said sum of<br />
Rs______________ shall be refunded on surrendering the original receipt, in case of non-awardance<br />
of contact.<br />
Signature of the contractor<br />
Address of the contractor<br />
Dated _________________ day of ________________year<br />
Signature of Witness<br />
Address of Witness<br />
Occupation<br />
Dated: ______________ day of ___________ year.<br />
The above tender is hereby accepted by me on behalf of the GETCO.<br />
Executive Engineer (TR), GETCO, TR.C.O. VARTEJ or his duly authorized assistant.<br />
Page 13 of 78
GETCO<br />
CONDITIONS OF CONTRACTS<br />
(a)<br />
(b)<br />
(c)<br />
(d)<br />
(e)<br />
(f)<br />
(g)<br />
(h)<br />
(i)<br />
(j)<br />
(k)<br />
1. Definitions:<br />
The Contract means the documents forming the tender and acceptance thereof, together with the<br />
documents referred to therein or individual work order in the case of term contract, including these<br />
conditions, schedules and / or additional conditions attached to the form of tender or individual work,<br />
order, rate schedule, the specifications and the drawings and all these documents as applicable taken<br />
together shall be deemed to form the contract.<br />
The “<strong>Tender</strong> Document” means the form of tender, the applicable schedules and/or additional<br />
conditions and the specifications and/ro drawings as issued to the contractors for the purpose<br />
preparing tender.<br />
The expression “works” or “work” when used in the conditions of contract shall, unless there be<br />
something in the subject or context repugnant to such construction means, the works or the work<br />
contracted to be executed under or in virtue of the contract whether original or altered.<br />
The “Contractor” means the individual or firm or company, whether incorporated or not, undertaking<br />
the works and shall include his or its legal personal representative, successors and permitted<br />
assignees.<br />
“GETCO” means the GETCOs and the “Accepting Officer” means the officer who is authorsed to sign<br />
and signs the contract on behalf of the “GETCO.”<br />
The letter “EE” means Executive Engineer who in the case of measurement and lump sum contract,<br />
direct the contractor and the letters “EE” means Executive Engineer” and “C.E.” means Chief<br />
Engineer who administers and in the case of the term contracts directs the contract.<br />
The “Engineer-in-charge” means all officers of the GETCO appointed by the Chief Engineer to<br />
supervise the works or part of the works.<br />
“Approved” and “Directed” means the approval or direction of the Chief Engineer to Executive<br />
Engineer or the person deputed by him for the particular purpose.<br />
“B.S.” means the “British Standard” as issued by the British Standards institution. “A.S.” means the<br />
American Standards as issued by the American Standard Institutions and “I.S.” means the “Indian<br />
Standards” as issued by the Indian Standards Institutions. Wherever the above mentioned<br />
abbreviations are preferred to, in the specifications and / or work orders, they mean the addition with<br />
all amendments current at the date of issue of tender documents of work orders.<br />
In the case of measurement and terms of contracts “Specifications” means those contained in<br />
GETCO schedule together with any amendments etc. embodied in the tender documents, “Drawings”<br />
refer to those accompanying the tender documents and/or any work orders referred therein.<br />
The “Contract Sum” means the sum accepted or the sum calculated in accordance with the prices<br />
accepted in the tender and/or the contract rate as payable to the contractor for the full and entire<br />
executing and completion of works.<br />
“The date of completion” is the date or dates of completion of the work or any part of the works set<br />
out or ascertained in accordance with the individual work orders and the tender documents or any<br />
subsequent agreed amendments thereto.<br />
2. Security Deposit:<br />
The contractor shall, within 10 days of the issue of Letter Of Intent, pay 2.5% of contract value out of<br />
5 % as Security Deposit; the remaining 2.5% will be recovered from first two running account bills in<br />
equal installments. The Bank Guarantee from schedule bank in lieu of cash or government securities<br />
towards Security Deposit will be accepted providing amount of Security Deposit payable exceeds Rs.<br />
10,000/- Security Deposit can also be paid as fixed deposit receipt as prescribed in Schedule “C”. All<br />
damages, costs, charges, expenses and other sums which may be or may become due or payable<br />
by the contractor to the GETCO under the terms of the contract may be deducted from the cash in the<br />
proceeds of sale of the Securities/Bank Guarantee to deposited (which the officer or person to whom<br />
the same may be endorsed as aforesaid is hereby authorized to sell / to encash for that purpose) or<br />
from the interest of any such securities of from any sums due or which may become due to the<br />
contractor by the GETCO or from the whole or the balance unpaid as aforesaid of the encash<br />
Page 14 of 78
(c)<br />
securities so deposited being repaid or transferred and returned as may be to contractor after the<br />
date on which the final bill is paid or after the expiry of the date up to which the contractor has to<br />
maintain the work in good order whichever is later.<br />
3. Compensation for the delay:<br />
The time limit allowed for carrying out the work as entered in the tender shall strictly observed by the<br />
contractor and shall be reckoned from the date on which the order to commerce the work is given to<br />
the contractor. The work shall through out the stipulated period of contract the proceeds with due<br />
diligence (time being deemed to be essence of contract) and for delay, the contractor shall pay<br />
compensation, an amount equal to half percent per one week for the contract amount of work or such<br />
smaller amount as per the decision of the Competent Authority of the GETCO.<br />
However, the total amount of compensation to be paid by the contractor, under the provision of the<br />
clauses shall not exceed 10 percent of the amount of contract value as decided by the competent<br />
authority of the GETCO. The penalty will be invariably deducted from the bills of the contractor and no<br />
refund will be given unless the competent authorities approves the reduction the reasons for delay<br />
attributable to GETCO as well as to party will be brought out clearly while putting the proposal for<br />
waiver reduction in penalty.<br />
4. Action when whole of Security Deposit is forfeited:<br />
In any case in which under any clause or clauses of this contract the contractor shall have tendered<br />
himself to pay compensation amounting to the whole of his security deposit (whether paid one sum or<br />
deducted by installments) or in the case of abandonment for the work owing to serious illness or<br />
death of the contractor or any other cause, the Executive Engineer on behalf of the GETCO, shall<br />
have powers to adopt, (a) below and any of the following courses under (b) and (c) as he may deem<br />
best suited to the interest of the GETCO.<br />
(a) To rescind the contract (for which rescission notice of 10 days) in writing to the contractor under<br />
the hand of the Executive Engineer shall be conclusive evidence and in that case the security<br />
deposit of the contractor shall stand forfeited and absolutely at the disposal of the GETCO.<br />
(b) To employ labour paid by the GETCO, to supply materials to carry out of the works or any part of<br />
the works debiting the contractor with the cost of the labour and the price of the materials (as to<br />
the correctness of which cost and price the certificate of the Executive Engineer shall be final and<br />
conclusive against the contractor) and crediting him with value of the work done, in all respects in<br />
the same manner and at the same rates as if it had been carried out by the<br />
Contractor under the terms of this contract and in that case the certificate of the Executive Engineer<br />
as to the value of the work done shall be final and conclusive against the contractor.<br />
To order that the work of the contractor be measured up and to take such part thereof, as shall be<br />
unexecuted, out of his heads and to give it to another contractor to complete, in<br />
which case, any expenses, which may be incurred in excess of the sum, which would have been<br />
paid to the original contractor, if the whole work had been executed by him as to the amount of which<br />
excess expenses the certificate in writing of the Engineer-in-charge shall be final, conclusive and<br />
shall be borne and shall be paid by the original contractors and shall be deducted from any money due<br />
to him by the GETCO under the contract or otherwise from his security deposit of the proceeds<br />
sale thereof or a sufficient part thereof.<br />
In the event of the above courses being adopted by the Executive Engineer the contractor shall have<br />
no claim to compensation for any loss sustained by him by reason of his having purchased or<br />
procured any materials or entered into any engagements or made any advances on account of or<br />
with a view to the execution of the work or the performance of the contract. And in case the contract<br />
shall be rescined under the provision aforesaid, the contractor shall not be entitled to recover or be<br />
paid any sum for any works thereof actually performed by him under this contract unless and until the<br />
Executive Engineer shall have certified in writing the performance of such works and the amount<br />
payable to him in respect thereof and he only be entitled to be paid the amount so certified.<br />
5. <strong><strong>No</strong>tice</strong> for unsatisfactory progress:<br />
If the progress or a particular portion of the work is unsatisfactory the Executive Engineer whose<br />
decision shall be final, shall notwithstanding that the general progress of work is satisfactory; be<br />
entitled to take action under Clause 4(c) after giving the contractor 10 days notice in writing and the<br />
contractor will have no claim for compensation for any loss sustained by him owing to such actions.<br />
6. Action in the case of Default by Contractor:<br />
If any case in which any of the powers conferred upon the Executive Engineer by Clauses 4 and 5<br />
hereof, shall have exercised and the same shall not have been exercised, the non exercised thereof<br />
shall not constitute a waiver of any of the conditions hereof and such powers shall not withstanding<br />
Page 15 of 78
e exercisable in any further case of default by the contractor for which, by any clauses hereof, he is<br />
declared liable to pay compensation amounting to the whole of his security deposit and liability of the<br />
contractor for past and future compensation shall remain unaffected in the event of the Executive<br />
Engineer taking action under sub clause (a) or (c) of Clause 4 he may, if he so desires, take<br />
possessions of all or any tools, plants, materials, and stores in such upon the work or the site thereof<br />
belonging to the contractor, or procured by him and intended to be used for the execution of the work<br />
of any part thereof paying for allowing for the same in account at the contract rates, or in the case of a<br />
contract rates not being applicable to current market rates to be certified by the Executive Engineer<br />
whose certificate thereof shall be final. In the alternative, the Executive Engineer may by notice in<br />
writing to the contractor or his clerk of works, foremen or other authorized agent, require him to<br />
remove such tools, plants, materials or stores from the premises within a time to be specified in such<br />
requisition to decisions to the contractor failing to comply with any such requisition, the decision of the<br />
Executive Engineer as to the expenses of any such removal and the amount of the proceed and<br />
expense of any such sale, be final and conclusive against the contractor.<br />
7. Extension of Time Limit:<br />
If the contractor shall desire an extension of the time limit for completion of the work on the ground of<br />
his having been unavoidably hindred in it’s execution or on any other ground, he shall apply in writing<br />
to the Executive Engineer and the Executive Engineer may, if in his opinion there are reasonable<br />
grounds for granting extension, recommend such extension as he may think necessary or proper.<br />
The decision of the competent authority in this regard shall be final and binding to the contractor. Any<br />
delay attributed to GETCO shall be compensated only by way of extending the limit.<br />
8. Completion Certificate:<br />
On completion of the work the Contractor shall be furnished with Completion Certificate by the<br />
Executive Engineer of such completion but no such certificate shall be given nor shall be the work<br />
considered to be complete until works are taken over and/or duly tested and put to operative as the<br />
case may be, nor until the work shall have been measured by the Engineer-In-Charge or where the<br />
measurement have been taken by his subordinated until they have received the approval of the<br />
Executive Engineer the said measurement being binding and conclusive against the contractor.<br />
9. Effect of the Certificate:<br />
<strong>No</strong> payment shall be made for any work estimated to cost less than Rs.1,000/- till after the whole of<br />
said work shall have been completed and certificate of completion given. But in the case of works<br />
estimated to cost more than Rs.1,000/- Contractor shall on submitting a monthly bill thereof, be<br />
entitled to receive payments. Proportionate to the part of the work then approved and passed by the<br />
Engineer-in-charge, whose certificate of such approval and a passing of the sum so payable shall be<br />
final and conclusive against the contract. All such intermediate payments shall be regarded as<br />
payment by way of advance against the final payment only and not<br />
as payments for work actually done or completed and shall not preclude the Engineer-in-charge from<br />
requiring bad, unsound, imperfect or unskillful work to be removed and taken away and reconstructed<br />
or rejected nor shall any such payment be considered as admission of the due performance of the<br />
contract or any part thereof in any respect of the accruing of the claim nor shall conclude, determine<br />
or effect in any way the powers of the Engineer-in-charge as to the final settlement and adjustment of<br />
the accounts otherwise or in any other way, vary or affect the contract. The final bill shall be<br />
submitted by the contractor within one month of the date fixed for completion of work, otherwise the<br />
certificate of Engineer-in-charge of the measurement and of total amount payable for the work shall<br />
be final and binding on all parties.<br />
10. Payment to Contractors:<br />
The rates for several items of works estimated to cost more than Rs.1,000/- agreed to within shall be<br />
valid only when the item concerned is accepted, having been completed full, in accordance with the<br />
sanctioned specification. In case, where the items of the work, are not accepted, as so completed the<br />
Engineer-in-charge, may make payment on account of such items at such reduced rates, as he may<br />
consider reasonable in the preparation of final or running accounts bills.<br />
11. Bills:<br />
Shall be submitted by the contractor each month on or before the date fixed by the Engineer-incharge,<br />
for all works, executed in the previous month and the Engineer-in-charge shall take or cause<br />
to be taken the requisite measurement for the purpose or having the same verified and the claim so<br />
far as it is admissible, shall be adjusted, if possible, within ten days from the presentation of the bills.<br />
If the contractor does not submit the bill, within the time fixed, as aforesaid, the Engineer-in-charge<br />
may depute a subordinate to measure up the said work in the presence of the contractor or his duly<br />
Page 16 of 78
authorized agent, whose counter signature in the measurement shall be sufficient warrant and the<br />
Engineer-in-charge may prepare a bill from such list which shall be binding on the contractor in all<br />
respects.<br />
12. Supply of Materials to Contractor:<br />
If the specification of the estimated work provides for use of any special description of material to be<br />
supplied from the GETCO’s Stores or if it is required that the contractor shall use certain stores to be<br />
provided by the Engineer-in-charge (such material and stores and the prices to be charged thereof as<br />
here in after mentioned being so far as practicable for the convenience of contractor but not so as in<br />
any way to control, the meaning or effect of the contract specified in the schedule or memorandum<br />
here to annexed) the contractor shall be supplied with such materials and stores as may be required<br />
from time to time be used by him for the purpose of the contract only and the value of the full quantity<br />
of materials and stores so supplied shall be set off or deducted from any sum due to thereafter to<br />
become due to the contractor, under the contract or otherwise or from the security deposit or the<br />
proceeds of sale thereof if the deposit is held in Government Securities the same or a sufficient<br />
portion thereof, shall be sold for the purpose. All materials supplied to the contract shall remain the<br />
absolute property of GETCO and shall on no account be removed from the site of the work and shall<br />
at all time be open to inspection by the Engineer-in-charge. Any such materials un used and in<br />
perfectly good condition at time of completion or determination of the contract shall be returned to the<br />
GETCO’s store if the Engineer-in-charge so requires by notice in writing given under his hands but<br />
the contractor shall not be entitled to return any such materials except with consent and he shall have<br />
no claim for compensation on account of any such materials supplied to him as aforesaid but<br />
remaining unused by him or for any wastage in or damage thereto. The contractor shall be<br />
responsible for the loss, destruction or deterioration of the materials, stores or articles supplied to him<br />
by the GETCO even if such loss, destruction or deterioration has occurred under any circumstances<br />
whatsoever beyond his control as if the materials, stores or articles so supplied were his property.<br />
13. Works to be executed in accordance with specifications, drawings, orders etc.:<br />
The contractor shall execute in whole and every part of work in the most substantial and workmanlike<br />
manner and both as regarding materials and in every other respect in strict accordance with the<br />
specification. The Contractor also shall confirm exactly, fully and faithfully to the designs, drawings<br />
and instructions in writing relating to the work signed by the Engineer-in-charge and lodged in his<br />
office and to which the contractor shall be entitled to have access for the purpose of Inspection at<br />
such office, or in the site of the work, during office hours and the contractor shall, also if he so<br />
requires, be entitled at his own expenses to make or cause to be made copies of the specification,<br />
and of all such designs, drawings and instructions as aforesaid.<br />
14. Alteration in Specifications and Designs not to invalidate Contracts:<br />
The Executive Engineer shall have powers to make any alteration, or addition to the original<br />
specification designs, and instructions that may appear to him to be necessary or advisable during<br />
the progress of the work and the contractor shall be bound to carry out the work in accordance with<br />
any instructions in this connection which may be given to him in writing, signed by the Engineer-incharge<br />
and such alterations shall not invalidate the contract. Any additional work which the contractor<br />
may be directed to do in the manner above specified as part of the work shall be carried out by the<br />
contractor on the same conditions in all respect on which he agreed to do the main works, and at the<br />
same rates as are specified in the tender for the main work.<br />
Where, however, the works is to be executed according to the designs, drawing and specifications<br />
recommended by the contractor and accepted by the competent authority, the alteration above<br />
referred to shall be within the scope of such designs, drawings, and specifications appended to the<br />
tender.<br />
15. Rates for works not entered in Estimate or Schedule of Rate of the District:<br />
If the additional and altered work includes any class of work for which no rate is specified in this<br />
contract, then such class of work shall be carried out the rates entered in the Schedule of Rates of<br />
the Division or at the rate mutually agreed upon between the Executive Engineer and the contractor,<br />
whichever are lower. If the additional or altered work for which no rate is entered in the Schedule of<br />
Rates of the Division is ordered to be carried out before the rates agreed upon then the contractor<br />
within seven days of date of receipt by him of the order to carry out the work inform the Executive<br />
Engineer for the rate which in his intension to charge for such class of work and if the Executive<br />
Engineer does not agree to this rate he shall be noticed in writing be at liberty to cancel his order to<br />
carry out such class of work and arrange to carry it out in such manner as he may consider advisable<br />
provided always that if the rates shall have been determined as lastly here in before mentioned then<br />
Page 17 of 78
in such case he shall only be entitled to be paid in respect of the work carried out or expenditure<br />
incurred by him prior to the date of the determination of the rate as aforesaid according to such rate<br />
or rates as shall be fixed by the Executive Engineer. In the event of dispute, the decision of the<br />
Executive Engineer of the Circle will be final.<br />
16. Extension of Time Limit in consequence of Addition or Alteration:<br />
The time limit for the work shall be extended in the proportion that the increase in its cost occasioned<br />
by alterations or additions bears to the cost of the original contract work and the certificate of the<br />
Engineer-in-charge as to such proportions shall be conclusive.<br />
1. <strong>No</strong> compensation for Alternation in or Restriction of Work to be carried out. If at any time, after the<br />
execution of the contract documents the Engineer-in-charge shall, for any reason whatsoever, require<br />
the whole or any part of the work, as specified in the tender, to be stopped for any period or shall not<br />
require he whole or part of the work to be carried out at all or to be carried out by the contractor, he<br />
shall give notice in writing of the fact to the contractor who shall thereupon suspend or stop the work<br />
totally or partially as the case may be in any such case, except as provided here under the contractor<br />
shall have no claim to any payment or compensation what so ever on account of any profit or<br />
advantage which he might have derived from the execution, of the work in full but which he did not so<br />
derive in consequence of the full amount of work not having been carried out or on account of any<br />
loss that he may be put to on account of materials purchased or agree to be purchased or for<br />
unemployment of labour recruited by him. He shall not also have any; claim for compensation by<br />
reason of any alterations having been made in the original specification, drawings, designs and<br />
instructions which may involve any curtailment of the work as originally contemplated. Where<br />
however, materials have already been purchased or agreed to be purchased by the contractor before<br />
receipt by him of said notice, the Executive Engineer provided they are not in excess or requirement<br />
and are of approved quality and /or shall be compensated for the loss, if any, that he may put to in<br />
respect of materials agreed to be purchased by him. The amount of such compensation to be<br />
determined by the Executive Engineer whose decision shall be final. If the contractor suffers any loss<br />
on account of his having to pay, his labour charges during the period, during which the stoppage of<br />
work has been ordered under this clause the contractor shall on application be entitled to such<br />
compensation on account of labour charges as the Executive Engineer whose decision shall be final,<br />
may consider reasonable provided that the contractor shall not be entitled to any compensation on<br />
account of labour charges if, in the opinion of the Executive Engineer, the labour could have been<br />
employed by the contractor elsewhere for the whole or part of the period during which the stoppage of<br />
the work has been ordered as aforesaid.<br />
18. <strong>No</strong> claim to compensation on account of loss due to delay in supply of materials by<br />
GETCO:<br />
The contractor shall not be entitled to claim any compensation from GETCO for the loss suffered by<br />
him on account of delay by GETCO in the supply of materials entered in Schedule A where such<br />
delay is caused by:<br />
i. Difficulties relating to supply of railway wagons<br />
ii. Force Majeoure<br />
iii. Act of God<br />
iv. Any other reasonable cause beyond the control of GETCO including Shortage of materials to be<br />
supplied by the GETCOs & difficulties in time by reaching at the site of any materials equipments.<br />
In the case of such delay in the supply of materials, GETCO shall grant such extension of<br />
time for the completion of the works as shall appear to the Executive Engineer to be<br />
reasonable in accordance with circumstances of the case. The decision in the Executive<br />
Engineer as to the extension of time shall be accepted as final by the contractor.<br />
19. Time Limit for Compensation Claims:<br />
Under no circumstances, whatsoever, shall the contractor be entitled to any<br />
compensation from GETCO on any account unless the contractor has claimed in writing<br />
to the Executive Engineer within one month of the cause thereof.<br />
20. Action and Compensation payable in case of Bad Work:<br />
If at any time, before the security deposit is refunded to the contractor, it shall appear<br />
to the Executive Engineer or his subordinate in charge of the work that any work has<br />
been executed with unsound, imperfect or unskillful workmanship or with materials of<br />
inferior quality or that any materials or articles provided by him for the execution of the<br />
Page 18 of 78
(i)<br />
(ii)<br />
work are unsound or of a inferior quality to that contracted for or are otherwise not in<br />
accordance with the contract, it shall be lawful for Engineer-in-charge to intimate this fact<br />
in writing to the contractor and then no withstanding the fact that the work, materials or<br />
articles complained of, may have been inadvertently passed, certified and paid for, the<br />
contractor shall be bound forthwith to rectify or remove and reconstruct the work so<br />
specified in whole or any part, as the case may require or if so required shall remove the<br />
materials or articles so specified and provided other suitable materials or articles at his<br />
own charge and cost, and in the event of his failing to do so within a period to be specified<br />
by the Engineer-in-charge in the written intimation aforesaid the contractor shall be liable<br />
to pay compensation at the rate of one percent on the amount of the estimate for every<br />
day, not exceeding ten days during which the failure so continue and in the event of any<br />
such failure as aforesaid the Engineer-in-charge may rectify or remove and re-execute<br />
the work or remove and replace the materials or articles complained of, as the case may<br />
be, at the risk and expense in all respects of contractor should the Engineer-in-charge<br />
consider that any such inferior work or materials as described above may be accepted, or<br />
made use of, it shall be within his discretion to accept the same as such reduced rates as<br />
he may fix thereof.<br />
Provided that in the case of any work of which visible check is not possible, if the<br />
Engineer-in-charge or his subordinate in charge of the work feels that such work has<br />
been executed with unsound, imperfect or unskillful workmanship or with materials of<br />
inferior quality, he shall take sample tests at random, cost of which shall have to be borne<br />
by the contractor and if after taking such test, part of such work is found to be defective in<br />
any respect or to have been executed with materials of inferior quality, then the contractor<br />
shall be paid for the whole work such amount as may be fixed by the office of the<br />
Engineer-in-charge on the basis of the lowest quality of work found by him in such<br />
samples tests.<br />
Explanation: I<br />
Sample Test shall mean:<br />
In relation to poles fixed as line supports, the token of one pole out of every 100 poles after taking<br />
it out from its foundation for inspection.<br />
In relation to any other work, such test as may be considered necessary, by the Engineer-incharge<br />
or his subordinate in charge of the work.<br />
Explanation: II<br />
Cost of the sample test shall mean cost incurred for the purpose of taking Samples & test and for<br />
restoring tested work to its original condition.<br />
21. Work to be opened to Inspection, Contractor or Responsible Agent to be present:<br />
All works under execution or in course of execution in pursuance of the contract shall at all times<br />
be open to the inspection and supervision of the Executive Engineer and his subordinate and<br />
contractor shall at all times, during the usual working hours and at all other times at which<br />
reasonable notice of the intension of the Executive Engineer or his subordinates to visit the works<br />
shall have been given to the contractor, during which period either he should be present to<br />
receive order and instruction, or have a responsible agent duly accredited in writing, present for<br />
that purpose. Orders given to the contractor’s duly authorised Agent shall be considered to have<br />
the same force and effect as if they had been given to the contractor himself.<br />
22. <strong><strong>No</strong>tice</strong> to be given before work is covered up:<br />
The contractor shall give not less than 5 days notice in writing to the Executive<br />
Engineer or his subordinates in charge of the work, before covering up or otherwise<br />
placing beyond the reach of measurement of any work, in order that the same may be<br />
measured and correct dimensions thereof, taken before the same is so covered up or<br />
placed beyond the reach of measurement and shall not covered up or placed beyond the<br />
reach of measurement and work without the consent in writing of Executive Engineer or<br />
his subordinate in charge of work, If any work shall be covered up or placed beyond the<br />
reach without such notice having been given or consent obtained, the same shall be<br />
uncovered at the contractor’s expense, and in default thereof, no payment or allowance<br />
shall be made for such work, or for the materials, with which the same, was executed.<br />
Page 19 of 78
23. Contractor’s Liabilities:<br />
The Contractor shall supply, at his own cost, all materials (except such special materials, if any<br />
as may be supplied form the GETCO stored in accordance with the contract) plant, tools,<br />
appliances, implements, ladders, cordage, tackles, scaffolding and any temporary works which<br />
may be required for the proper execution of the work., in the original, altered or substituted form<br />
and whether included in the specification or other document forming part of the contract or<br />
referred to in these conditions or not and which may be necessary for the purpose of satisfying or<br />
complying with the requirements of the Engineer-in-charge as to any matter on which under these<br />
conditions, he is entitled to be satisfied or which he is entitled to require together with carriage<br />
thereof to and from the work, the contractor shall also supply without charge, the requisite number<br />
of persons for setting out works, and counting, weighting and assisting in the measurement of,<br />
examinations at the time and from time to time of the work or materials, failing this, the same may<br />
be provided by the Engineer-in-charge at the expenses of the contractor and the expenses may<br />
be deducted from any money due to the contractor under the contract or from his security deposit<br />
or the proceeds of sale thereof or of a sufficient portion thereof the contractor shall provide all<br />
necessary fencing and light required to protect the public from accident and shall also be bound to<br />
bear expenses of defense of every suit, action or other legal proceedings of law that may be<br />
brought by any person for injury sustained. Owing to neglect of the above precautions and to pay<br />
any damage and costs which may be awarded in any such suit, action or proceedings to any such<br />
persons or which may with the consent of the contractor be paid in compromising any claim by<br />
any such person.<br />
24.Contractor Liable for all Damages:<br />
Compensation for all damage done intentionally or unintentionally by contractor’s labourer,<br />
whether in or beyond the limit of GETCO’s property, shall be estimated by the Executive<br />
Engineer, or such other office, as he may appoint and the estimate of the Executive Engineer,<br />
subject to the decision of the Executive Engineer, on appeal, shall be final and the contractor shall<br />
be bound to pay the amount of the assessed compensation demand, failing which, the same will<br />
be recovered from the contractor as damages or deducted by the Engineer in charge from any<br />
sums that may be due to or become due from GETCO to the contractor under this contract or<br />
otherwise.<br />
The contractor shall bear the expenses of defending any action or other legal proceedings that<br />
may be brought by any person for injury sustained by him owing to neglect of precautions to<br />
prevent the spread of fire and he shall also pay any damage and costs that may be awarded by<br />
the court if in consequence.<br />
25. Rescission of Contract and Forfeiture of Deposit:<br />
The contractor shall not assign or sublet, without the written approval of the Engineer-in-charge<br />
and if the contractor assign or sublet his contract, or attempt to do so or become insolvent or<br />
commence any proceedings to be adjudicated as insolvent or make any composition with<br />
creditors, attempt to do so, the Engineer-in-charge may, by notice in writing rescind the contract.<br />
Also, if any bribe, gratuity, gift, loan, perquisite, reward or advantage precuniary or otherwise shall<br />
either directly or indirectly be given, promised or offered by the contractor or any of his servants,<br />
or agents, or any person to the employee of GETCO in any way relating to his office or<br />
employment or if nay such officers or persons shall become in any way directly or indirectly<br />
interested in the contract, the Executive Engineer may, by 10 day’s notice in writing, rescind the<br />
contract. In the event of a contract being rescinded the Security Deposit of the contractor shall<br />
there upon stand forfeited and be absolutely at the disposal of GETCO and the same<br />
consequences shall ensure as it the contract has been rescinded under clause 4 thereof and in<br />
addition the contractor shall not be entitled to recover or be paid for any work thereof actually<br />
performed under the contract.<br />
26. Compensation:<br />
All sums payable by a contractor by way of compensation under any of these conditions shall be<br />
considered as a reasonable compensation to be applied to the use of GETCO, without reference<br />
to the actual loss or damage sustained and whether any damage has not been sustained.<br />
27. Change in the constitution of firm to be notified:<br />
In the case of tender by partners of a firm, any change in the constitution of firm shall be forthwith<br />
notified by the contractor to the Executive Engineer for his information.<br />
28. Works under direction of Executive Engineer:<br />
Page 20 of 78
All works to be executed under the contract shall be executed under the direction and subject to<br />
the approval of the Executive Engineer of the Circle, Engineer-in-charge for the time being who<br />
shall be entitled to direct at what point or points and in what manner they are to be commenced<br />
and from time to time carried on.<br />
29. Decision of Executive Engineer to be final:<br />
Except where otherwise specified in contract and subject to the power delegated to him by<br />
GETCO under the GETCO’s rule, then in force the decision of the Executive Engineer of the<br />
Circle / EIC. for the time being shall be final, conclusive and binding on all of the specification,<br />
designs, drawings and instructions herein before mentioned and as to the quality of workmanship<br />
or material used on the or as to any other question, claim, right matter or thing whatsoever in any<br />
way arising out of or relating to the contract, designs, drawings, specifications, estimates,<br />
instructions, orders or these conditions or otherwise concerning, the works or the execution or<br />
failure to execute the same, whether arising during the progress of the work or after the<br />
completion or abandonment thereof.<br />
30. Arbitration:<br />
‘ALL QUESTIONS, DISPUTES OR DIFFERENCES, WHATSOEVER WHICH MAY AT AN TIME<br />
ARISE BETWEEN THE PARTIES TO THIS CONTRACT IN CONNECTION WITH THE<br />
CONTRACT OR ANY MATTER ARISING OUT OF OR IN RELATION THERE TO, SHALL BE<br />
REFERRED TO THE “GUJARAT PUBLIC WORKS CONTRACTS DISPUTES ARBITRATION<br />
TRIBUNAL” AS PER THE PROVISIONS OF THE GUJARAT PUBLIC WORKS CONTRACTS<br />
DISPUTES ARBITRATION TRIBUNAL ACT, 1992.<br />
The reference to arbitration proceedings under this clause shall not:<br />
a) Affect the right of the Engineer-in-charge to take possession of all or any tools, plants, materials<br />
and stores, in or upon the work or site thereof or belonging to the contractor or procured by him<br />
and intended to be used for the execution of the work or any part thereof.<br />
b) Preclude the Engineer-in-charge from utilizing the materials purchased by the Contractor in any<br />
work or from removing such materials to other place, during the period the work is stopped or<br />
suspended in pursuance of notice given to the contractor under General Conditions.<br />
c) Entitle the contractor to stop the progress of the work or carrying out the additional or altered work<br />
in accordance with the provision of General Conditions for the work where there is no<br />
specification.<br />
d) Preclude the GETCO from getting the work done by another agency.<br />
Neither party is entitled to bring a claim to arbitration latest by the thirty days after the expiration of<br />
the defects liability period.<br />
The provisions of the Arbitration Act, 1996, <strong>Gujarat</strong> Public Works Contract Disputes Arbitration<br />
Tribunal Act, 1992 and rules made thereunder shall apply to the arbitration proceeding under this<br />
clause.<br />
31. Stores to be obtained from GETCO:<br />
The Contractor shall obtain from the GETCO Stores, such articles as are mentioned in Schedule<br />
‘A’ which may be required for the work or any part of the work or in making up any articles<br />
required there fore or in connection therewith, unless he has obtained permission in writing from<br />
the Executive Engineer or obtained such stores and articles from elsewhere. The value of such<br />
stores and articles as may be supplied to the contractor by the Engineer-in-charge will be debited<br />
to the contractor in his account at the rate shown in the Schedule “A” attached the contractor and<br />
if they are not entered in said schedule they shall debited to him at cost price which for the<br />
purpose of this contract shall include cost of carriage and all other expenses whatsoever which<br />
may have to be incurred in obtaining delivery of the same at the stores aforesaid and further<br />
overhead charges 15%.<br />
The Contractor shall be responsible for the loss destruction or deterioration of the materials,<br />
stores or articles supplied to him by the GETCO, even if such loss destruction or deterioration has<br />
occurred under any circumstances whatsoever beyond his control as if the material, stores or<br />
articles so supplied were his property. The contractor shall be responsible for returning the<br />
residual materials after completion of the contract and if fails to return, the balance material<br />
supplied to him by the GETCO, the cost of the residual materials will be recovered form the<br />
contractor at the market rate or stock issue rate whichever be higher at the time of materials<br />
account plus 15%.<br />
32.1 Lump Sum in Estimate;<br />
Page 21 of 78
When the estimate on which tender is made, includes lump sums in respect of parts of the works<br />
the contractor shall be entitled to payment in respect of the items of works involved or the part of<br />
the work in question at the same rates as are payable under this contract or such items or if the<br />
part of work in question is not in the opinion of the Engineer-in-charge capable to measurement<br />
the Engineer-in-charge may at his discretion pay the lump sum amount entered in the estimate<br />
and the certificate in writing of the Engineer shall be final and conclusive against the contractor<br />
with regard to any sum or sums payable to him under the provisions of the clause.<br />
32.2 Lump Sum <strong>Tender</strong>s:<br />
Whenever lump sum tenders have been invited for building or other structures of the same type,<br />
design, the contractor shall submit his bill stated in Clause <strong>No</strong>.11 and the Engineer-in-charge not<br />
below the rank of Executive Engineer shall certify by general measurement or by other method<br />
considered suitable to him, the value of work done and the contractor shall be paid monthly a sum<br />
equal to 90% of the total value the work so certified, since the last payment, after deducting a part<br />
or whole of the secured advance if not already paid for the materials utilised on the works. An<br />
additional secured advance for any fresh materials brought on site will also be paid if certified by<br />
the officer not below the rank of Executive Engineer. After the work is completed final bill would be<br />
paid on the certification of officer not below the rank of Executive Engineer, that the work is done<br />
according to drawing and specifications attached to the tender. If any additions and alteration<br />
have been carried out, detailed measurements in respect thereof shall be recorded and extra<br />
payment or deductions are regulated as per item rates quoted by the contractor while submitting<br />
the tender and if there are any items in the additions and alterations for which the contractor has<br />
not quoted a rate, the payment shall be as per Clause 15 above.<br />
33. Action where no specifications:<br />
In the case of any class of work for which there is no such specifications as is mentioned in clause<br />
1. such work shall be carried out in accordance with the divisional specifications and in there<br />
event of there being no divisional specifications, the work shall be carried out in all respects in<br />
accordance with the instructions and requirements of the Engineer-in-charge / consultant of the<br />
GETCO etc.<br />
34. Industrial Labour Laws<br />
1. Wages to be paid and time of payment etc. by the Contractor:-<br />
a) The contractor shall pay minimum of Rs.__________ per day or as may be specified hereafter or<br />
fixed under minimum wages Act whichever is higher. The wages of every contract labour<br />
employed by him under this contract shall be paid by him before the expiry of 7 th day of the last<br />
day of the month in respect of which the wages are payable (i.e. wages of a month have to be<br />
paid by him in the first week of the next month). The payment shall be disbursed in presence of<br />
Management Representative during the working hours in factory premises and the contractor<br />
shall get the entries certified in the register of wages by the Representative of the GETCO. Any<br />
default will result in cancellation of contract forthwith or elac the contractor shall be punishable to<br />
the extend of Rs.100/- fine per each day.<br />
b) The contractor shall give his telephone number and address to the GETCO so that in case of<br />
labour trouble etc., the contractor can be contacted. The contractor shall arrange to have his<br />
office outside the factory premises and the contractor keep himself present through out the<br />
working hours.<br />
2. Labour Laws :-<br />
a) Person below the age of 18 years shall not be employed for the work.<br />
b) <strong>No</strong> female worker shall be employed in the night shift between 7.00 p.m. to 6.00 a.m.<br />
c) Contractor shall maintain a valid labour licence under the Contract Labour (Regulation and<br />
Abolition Act) for employing necessary manpower to be required by him. In the absence of such<br />
licence the contractor shall be liable to be terminated without assigning any reason thereof.<br />
d) The contractor shall at his own expense comply with all labour laws and keep the GETCO<br />
indemnified in respect thereof. Some of the major liabilities under various labour and industrial<br />
laws which the contractor shall comply with are as under :<br />
i) Payment of contribution of wages of employer’s contributions towards Provident Fund, Family<br />
Pension Scheme, Deposit Linked Insurance Scheme, Administrative Charges etc. at the rates<br />
made applicable from time to time by Government of <strong>Gujarat</strong> / Government of India or other<br />
Statutory Authorities.<br />
ii) Payment of deposit in respect of each contract labour of the rate of RS.30/- with the office of the<br />
Commissioner of Labour as per the Contract Labour Act (Regulation & Abolition).<br />
Page 22 of 78
iii) Licence Fee as prescribed under the contract Labour Act (Regulation and Abolition) and Rules<br />
framed there under depending upon the number of workmen employed by the contractor.<br />
iv) Paid leave facility and wages as per the provision of the Factories Act at the rate of one day for<br />
every 20 days of working.<br />
v) Identity cards as prescribed under the factories Act with photo affixed thereto, the same for<br />
identification.<br />
vi) Payment of retrenchment compensation, notice pay and other liabilities as per Industrial<br />
Disputes Act. Any payment to the contractor’s employees arising out of any claim of disputes<br />
under the Industrial Disputes Act – 1947 or any other laws.<br />
vii) Provision of compensation in the case of accidental injury.<br />
viii) Payment of crèche if the female labour employed is more than 30 numbers<br />
ix) Maternity leave as per the provision of the Maternity Benefit Act.<br />
The above are some of the major liabilities of the contractor in addition to other liabilities<br />
prescribed under the various Labour Las in force from time to time from Statutory Authorities<br />
like State Government / Government of India which the contractor shall have to comply with.<br />
3. Provident Fund and Family Pension Scheme<br />
The contractor shall submit along with his bill (month wise) a statement regarding deductions against<br />
employees provident fund and family pension scheme in respect of each concerned employees.<br />
Provident fund and family pension scheme at the rate of 12 % (or at the rates made applicable by the<br />
Government from time to time) of the wages. The contractor’s contribution and his workers<br />
contribution towards provident fund and family pension scheme shall be deposited by the contractor<br />
with regional Provident Fund Commissioner, Ahmedabad.<br />
Deposit Linked Insurance Scheme:-<br />
The contractor shall have to deposit ½ % of the wages in-respect of employees who is a<br />
member of the Provident Fund as the contribution to the Deposit Linked Insurance Scheme<br />
with Regional Fund Commissioner, Ahmedabad.<br />
Administrative Charges:-<br />
Administrative charges for maintaining Provident Fund Account shall be deposited by the contractor<br />
with Regional Provident Fund Commissioner, Ahmedabad at the rates applicable.<br />
Paid Leave Facility<br />
Paid leave facility at the rate of one day for every 20 days worked by the contract labourer shall be<br />
provided by the contractor to his workers. He shall maintain Leave records/ Leave Cards for individual<br />
labourer which shall be duly verified and approved/ certified by the authorized officer of the GETCO.<br />
7. Workmen’s Compensation Fund and Employers Liability Insurance:-<br />
The contractor shall cover all his employees under Workmen’s Compensation Fund and under the<br />
Liability Insurance.<br />
8 The contractor shall employ adequate number of experienced staff at site for daily supervision and<br />
for maintenance of various registers and records required under<br />
the law and contract. <strong>No</strong> payment for supervision shall be admissible.<br />
9 Contractor To Indemnify The GETCO:<br />
The contractor shall indemnify and keep indemnified the GETCO and every officer and employees of<br />
the GETCO and also Engineer-In-Charge and his staff against all actions, proceedings, claims,<br />
demands, costs and expenses whatsoever arising out of or in connection with the matters referred in<br />
above clauses and elsewhere and against all actions, proceedings, claims, demands, costs and<br />
expenses which may be made against the GETCO by any workman/ employee of the contractor or<br />
any sub contractor and / or from any liability may arise to any workman / employees of the contractor<br />
or any sub contractor under any laws, rules or regulation having the force of law including but not<br />
limited to claims against the owner under workman’s compensation Act, 1923. The employee’s<br />
Provident Act 1952, and / or the contract Labour (Abolition and Regulation) Act 1979. The GETCO<br />
shall not be liable for or in respect of or in consequence of any accident or injury to any workmen or<br />
other person in the employment of the contractor or his sub-contractors, and the contractor shall<br />
indemnify and keep indemnified the GETCO against all such damage and compensation and against<br />
all claims, demands, proceedings costs, charges and expenses whatsoever in respect thereof or in<br />
relation thereto.<br />
10 Workmen’s Compensation And Employer’s Liability Insurance :-<br />
Insurance shall be affected for all the contractor’s for all the contractor’s employees engaged in the<br />
performance of this contract. If any of the work is sub letted to the sub-contractor, the contractor shall<br />
require that he or his sub-contactor to provide workmen’s compensation and employer’s liability<br />
Page 23 of 78
insurance for the latter’s employees unless such employees recovered under the contractor’s<br />
insurance.<br />
11 The GETCO reserves the right to terminate this rate contract at any time during its pendency<br />
without giving notice of termination or any reasons thereof.<br />
12 The GETCO will be entitled to deduct directly form the bills , to be paid to the Sub-contractor<br />
and Labourers any sum or sums payable by contractor and which sum/sums the GETCO is<br />
required to pay as a principal employer on account of contractor’s default in respect of all<br />
liabilities referred to in above clauses.<br />
13 <strong>No</strong>thing in the contract document stated shall any wise constitute any workmen/ employees of<br />
the contractor or any sub-contractor as or to be workmen/employee of the power, or place<br />
obligation or liability in respect of any such workmen/ employee upon the GETCO.<br />
NOTE:-The prevailing Act at the time of execution of work over and above act specified herein shall<br />
be binding to the contractor<br />
35. <strong>No</strong> Claim for Variation in Quantities of Work<br />
Quantities shown in the tender are approximate and no claim shall be entertained for<br />
quantities of work actually executed, being either more or less up to any extent than those<br />
entered in the tender or less than those entered in the tender or estimate.<br />
36. <strong>No</strong> Claim For Compensation for Delay in staring work<br />
<strong>No</strong> compensation shall be allowed for any delay caused into starting of work on account of<br />
acquisition of land and in the case of clearance for works or any delay in according sanction to<br />
estimates.<br />
37. <strong>No</strong> Claim for Compensation for delay in execution of work<br />
<strong>No</strong> compensation shall be allowed for any delay in execution of the work on account of water<br />
standing in borrow pits or compartment. The rates are inclusive for hard or cracked soil,<br />
excavation in mud, sub-soil water or water standing in borrows pits and no claim for an extra<br />
rate shall be entertained unless otherwise expressly specified & mentioned in the tender.<br />
38. Entering upon or commencing any portion of work<br />
The contractor shall not enter upon or commence any portion of work except with the written<br />
authority or instructions of the Executive Engineer or his subordinate in charge of the work,<br />
failing such the contractor shall have no claim to ask for measurement or payment for work.<br />
39. Method of Payment<br />
Payment to contractors shall be made by A/c payee cheques provided the amount exceeds<br />
Rs.50/-. Amount not exceeding Rs.50/- will be paid in cash. Generally payment may take 30 to<br />
60 days after passing of bills depending on availability of fund.<br />
40. Acceptance of conditions on tendering for work.<br />
Submission to tender or acceptance of work order shall imply acceptance of these conditions<br />
of tender by contractor.<br />
41. Employment of Scarcity Labour<br />
If government declares a state of scarcity or famine to exist in any village situated within<br />
20kms of the work, the piece worker / contractor shall employ upon such part of the work as<br />
are suitable for unskilled labour; any person certified to him by the Executive Engineer or by<br />
any person to whom Executive Engineer may have delegated this duty in writing to be in need<br />
of relief and shall be bound to pay such person wage not below the minimum, which<br />
Government may have fixed in this behalf from time to time. Any implementation of this clause<br />
shall be decided by the Executive engineer / Engineer-in-Charge whose decision shall be final<br />
and binding on the piece worker/contractor.<br />
42 Employment of Technical Persons<br />
The contractor who are registered under class ‘A’, ‘B’ and ‘C’ or such contractors who<br />
executes the works of Rs.5 lakhs and above shall employ the technically qualified<br />
personnel possessing minimum a Diploma of reconciled Technical institution, for<br />
executing the work of the GETCO.<br />
Date:-<br />
(Signature of Contractor)<br />
Executive Engineer (TR)<br />
Seal: s<br />
GETCO, TR. C.O. VARTEJ<br />
Page 24 of 78
GETCO<br />
GENERAL CONDITIONS OF CONTRACT<br />
The contractor shall be deemed to have carefully examined the work & site<br />
conditions, the general conditions, the special conditions, specifications, schedules, drawings<br />
shall be deemed to have visited the site of the works & to have fully informed himself<br />
regarding the local conditions. Copy of Appendix V attached with tender shall have to be filled<br />
up before quoting the rate, for confirmation of site visit.<br />
If there shall have any doubts as to the meaning of any portion of these general conditions or<br />
special conditions of the scope of work of the specifications or any other matter concerning the<br />
contract, he shall in good time before submitting his tender, send for the particulars thereof &<br />
submit them to the Engineer in writing in order that such doubt may be removed.<br />
2.0 Data to be furnished by Contractor<br />
a. Prior to the commencement of work the contractor shall submit a bar chart showing<br />
detailed programme for completing the work within time limit to the S. E. for approval<br />
within a week of the date of LOI. .<br />
b. <strong>No</strong> change in the approved plan & layout shall be carried out without specific written<br />
approval of the Executive Engineer in charge.<br />
3.0 Errors, Omisions & Discrepancies<br />
In all cases of errors, omissions, doubts or discrepancies in the dimensions, or discrepancies<br />
in the drawings & items of work on specifications, reference shall be made to the Executive<br />
Engineer whose elucidation & elaboration shall be considered as authoritative.<br />
The contractor shall be held responsible for any error that may occur in the work thorough lack<br />
of such reference.<br />
4.0<br />
4.0.5 Temporary structures may be erected by the contractor for storage sheds, offices, and<br />
residential etc. for non-commercial use on land, handed over to him at his own expense & with<br />
the permission of the GETCO. In any circumstances for constructing temporary structures<br />
contractor’s use, GETCO free supply of materials shall not be made. If it is found that<br />
GETCO’s free supply material are used for the works other than approved drawings, it will be<br />
recovered at penalized rate.<br />
4.0.6 The contractor shall preserve all existing vegetation such as trees on or adjacent, to the works<br />
sites which do not interfere with the construction as determined by the GETCO.<br />
4.0.7 The contractor shall take all possible precautions in felling trees authorized for removal to<br />
avoid any unnecessary damage to vegetation & trees not to be felled & to structures or to<br />
workmen, & shall be responsible for any damage if it occurs in such operations.<br />
4.0.8 All produce from cutting of trees; grass etc. shall be the property of GETCO &shall be stacked<br />
at the directed places. <strong>No</strong> claim shall be made for such tree felling / cutting &stacking of<br />
trees/produce or grass etc. by the contractor.<br />
4.0.9 The land shall as herein before mentioned be handed over to GETCO / Owner of Land<br />
immediately after the completion of the work under this contract. Also no land shall be held by<br />
the contractor longer than the GETCO shall deem fit & necessary & the contractor shall, on<br />
due notice by the GETCO, vacate & return the land which the Engineer In Charge may certify<br />
as no longer required by the contractor for purposes of the work.<br />
5.0 Start of Work:<br />
The contractor shall not enter upon or commence any portion of the work except with the<br />
written permission of the authority of the GETCO, failing which the contractor shall have no<br />
claim to ask for measurement of or payment for work & shall be responsible for any claims or<br />
damages that may arise due to such unauthorized commencement or entry. <strong>No</strong><br />
compensation shall be allowed for any delay caused in starting the work on account of any<br />
delay in clearance of the work site.<br />
6.0 Work to execute to the satisfaction of the GETCO’s Engineers:<br />
The contractor shall proceed with the work with diligence & expedition & the whole of the work<br />
herein specified as well as the mode of execution shall be under the supervision & the<br />
direction & shall be carried on to the entire satisfaction of the GETCO’s site Engineers, who<br />
shall have full powers to order the contractor to alter, enlarge or diminish the form,<br />
Page 25 of 78
dimensions, positions, or quantities of any of the work or to make use of materials &<br />
workmanship of different descriptions & qualities from this herein specified. In the case of any<br />
class of work for which there are no Technical Specifications, these shall be carried out in<br />
accordance with the latest IS Codes & in the event of being no<br />
relevant IS Code, the works shall be carried out in accordance with the directions &<br />
instructions of the GETCO’s Engineers at site.<br />
7.0 Workmanship etc.:<br />
The work shall be executed in thoroughly substantial manner with workmanship of best<br />
quality & strictly in accordance with the specifications & with the drawings, or with such other<br />
drawings or written instructions as may from time to time be furnished to the contractor, in<br />
accordance with terms of this contract & shall be completed in every respect with<br />
workmanship implied & necessary according to the fair interpretation & meaning of the same<br />
& should there be any discrepancy between the drawings & specifications or any difference or<br />
dispute as to the dimensions to be worked out or the mode of doing periodical quantity of the<br />
work to be executed or with respect to any subject arising out of this contract, the decision of<br />
the GETCO’s authorized Engineers shall be final & binding on all parties.<br />
7.0.1 Samples of descriptive Data:<br />
Samples of descriptive data requiring approval shall be submitted by the Contractor to the<br />
GETCO’s Engineers in good time before the use of such material to permit its inspection &<br />
testing & there-by the approval. The samples shall be properly marked to show the name of<br />
material, manufacture place or origin & the place where it is intended to be used etc. Failure<br />
of any samples to pass specified tests requirements; it shall be sufficient cause for the refusal<br />
to consider any further samples from that source.<br />
8.0 Baselines & Grades:<br />
The GETCO near to the site of work shall furnish one permanent Bench Mark. Semipermanent<br />
baselines & cross lines shall be established at sufficiently spaced intervals with<br />
benchmarks by the Contractor at his own cost & risk. The contractor shall provide at his<br />
expense, all the required pillars, equipments, materials, & labour for the establishment of the<br />
grade lines & bench marks, for that the Contractor shall be responsible for their further<br />
maintenance during the execution of the actual work till the complete period of construction.<br />
The contractor shall be responsible for the proper execution of work to such lines & levels &<br />
grades as may be specified in the drawings, established, or indicated by the GETCO’s<br />
Engineers. All the survey work, if required, shall be checked by the GETCO’s engineers.<br />
However this shall not absolve the contractor for the correctness of survey/ temporary or<br />
permanent Benchmarks.<br />
9.0 Contactor not to dispose off soil etc.:<br />
The contractor shall not sell or otherwise dispose off or remove except for the purpose of this<br />
contract the sand, ballast, earth, rock or other substances or materials that may be obtained<br />
from any execution made for the purpose of this contract or produce upon the site at the time<br />
of delivery of the possession of the land but also such substances materials & produce shall<br />
be the property of the GETCO & shall be disposed off in the manner & place as directed by<br />
the GETCO’s Engineers.<br />
10.0 Gold, silver, Minerals, Oil Relics, etc. found on the Site:<br />
All gold silver, oil relics, or other minerals, of any description & all precious stones, coins,<br />
treasures relic, antiquities, & other similar things that shall be found in or upon the site shall<br />
be the property of the GETCO. The contractor shall return the gathered things as above to the<br />
authorized representative of the GETCO.<br />
11.0 Fencing, lighting & ventilation:<br />
The contractor shall be responsible for the proper lighting, fencing, guarding & taking of all the<br />
necessary safety measures for all works comprised in the contract & or the proper provision of<br />
temporary roadways, footways, guards fences, caution notices etc. as far as the same may be<br />
rendered necessary by reasons for the work for the accommodation & protection of workmen<br />
foot passenger or other traffic & of the GETCO & occupiers of adjacent villages, property of<br />
the public & shall remain responsible for any accidents that may occur on account of his<br />
failure & timely precautions.<br />
All the works & approaches shall be adequately illuminated with electric lights to the<br />
satisfaction of the GETCO’s Engineers. The power & lighting connections, wiring equipment<br />
shall be subject to the inspection & passing by Electrical Inspector to GOG authorized under<br />
Page 26 of 78
the Indian <strong>Electricity</strong> Act. Any additions alterations or omissions shall be got approved from<br />
the GETCO’s Engineers got certified from the Electrical Inspector. Work spots such as faces<br />
of excavation of borrow pits; filling area etc. shall be adequately illuminated with floodlights to<br />
the satisfaction of the GETCO’s Engineers.<br />
12.0 Explosive procurement & storage:<br />
Explosives, petrol, oils, fuels, &other inflammable materials shall be stored strictly in<br />
accordance with the rules of the Explosive Department.<br />
The contractor shall at his own expense construct & maintain proper magazines which are<br />
required for the storage of explosive & arrange for storage facilities for oils, petrol, fuels etc.<br />
for use in connection with the work.<br />
The contractor shall at his own cost obtain the necessary license for the storage & use of<br />
explosives, oils, petrol, diesel etc. The GETCO shall not take any responsibility whatsoever in<br />
connection with the storage or use of explosives on the site, any accident occurs in the<br />
connection at site or nearby village or vicinity. All operations of the contractor in which or for<br />
which explosives are employed shall be at the risk of the contractor & upon his own<br />
responsibility.<br />
13.0 Liability for accidents to persons:<br />
13.0.1 The contractor or subcontractor shall indemnity the GETCO against any claims which may be<br />
made under the workman’s compensation Act, 1923, or any statutory modification or other<br />
wise for or in respect of any damages or compensation payable in consequence of any<br />
accident or injury caused, by fault of contractor or subcontractor &sustained by any workmen<br />
or other person on the employment of the contractor or subcontractor. In every case in which<br />
by virtue of the provisions of subsection (1) of section 12 of the workman’s Compensation Act,<br />
1923, the GETCO is obliged to pay compensation to a workman employed by the contactor or<br />
subcontractor in execution of the work, the GETCO will recover from the contractor the<br />
amount of compensation so paid, and without prejudice to the rights of the GETCO under<br />
subsection 12 of the said Act, such amount will be paid back<br />
to the GETCO in 30 days, failing which the GETCO will be at liberty to recover such amount<br />
of any part thereof by deducting it from the dues by the GETCO to the contractor under this<br />
contract or otherwise. The GETCO shall not be bound to contract any claim made against<br />
either of them under section 12, subsection (1) of the said Act, except on written request from<br />
the contractor & upon his giving to the GETCO full security for all costs for which the GETCO<br />
might become liable in consequence for entertaining such claims.<br />
13.0.2 The contractor and/or subcontractor named in the contract shall indemnity the GETCO against<br />
all claims based upon injury or death to any person in the employment of the contractor or sub<br />
contactor, or to the third parties under paragraph (a) 2 or condition no.47 to the extent of any<br />
sums recovered under the insurance policy.<br />
13.0.3 On occurrence of the accident which result on the death of workman employed by the<br />
contractor or subcontractor, which is so serious as to be likely to result in the death of any<br />
workman, the contractor shall within 24 hours of happening of such event intimate in writing to<br />
the Engineers of the GETCO the fact of such accidents. The contractor or subcontractor shall<br />
indemnity the GETCO against all loss or damage sustained, by the GETCO resulting directly<br />
or indirectly from his failure to give intimation in the manner aforesaid including penalties or<br />
fine if any, payable by GETCO as a consequence of GETCO’s failure, to give notice under<br />
workman’s compensation Act or otherwise to confirm to the provisions of the said Act in<br />
regard to such accident.<br />
14 Liability for damage to woks & materials:<br />
14.0.1 The contractor shall during, the progress of the work, properly protect the works & the existing<br />
Ash Disposal pipelines & materials placed at his disposal or acquired for him by the GETCO,<br />
& shall remain answerable & liable for all accidents, damages. Loss etc. & shall be made good<br />
in the most complete & substantial manner by & at the sole cost of the contractor & to the<br />
reasonable satisfaction of the GETCO’s Engineers. If the contractor fails to make good such<br />
losses, damages within the specified time given by the GETCO, the GETCO shall be at liberty<br />
to recover the amount towards such expenses fixed by the GETCO’s Engineers & shall be<br />
recovered from the amount due under this contract to the contractor.<br />
14.0.2 Further the contractor shall, at all times, protect & preserve all materials, machinery,<br />
equipments, Ash Disposal pipelines, allied structures such as spillway chambers, ADP, haul<br />
Page 27 of 78
oad and ramps etc., materials &so acquired by himself or GETCO for the execution of the<br />
work. All reasonable requests of the GETCO’s Engineers to enclose or especially protect any<br />
of the above shall be expeditiously complied with at no extra cost.<br />
14.0.3 If the Engineer considers that the work, asked for in the aforesaid Para, is not sufficiently &<br />
satisfactorily protected by the contractor, on requests made for, the GETCO shall be entitled<br />
to arrange for such protections at his unfetter discretion & recover the cost thereof from the<br />
contractor.<br />
14.0.4 Until the work shall be or deemed to be taken, over as aforesaid, the contractor shall also be<br />
liable for &shall be deemed to have indemnified the GETCO in respect of all damage or injury<br />
to any person or any property of the GETCO or of others in villages near by, occasioned by<br />
the negligence of the contractor or his workmen, or his subcontractor, or by defective /ill<br />
methods of working.<br />
15 Materials, tools, machinery brought on the site of work:<br />
All materials, tools & tackles, machinery etc. of the contractor brought to & delivered upon the<br />
site for the work shall be the time of their being so brought shall be deemed to be the property<br />
of the GETCO in it’s possession to be used for the purpose of the work & for that purpose only<br />
&shall not on any account be removed or taken away by the contractor or any other person<br />
without the permission of the GETCO’s Engineers in charge, but the contractor shall be fully<br />
responsible for & loss, destruction thereof or damage thereto. The GETCO may have a lien on<br />
such materials, tools, tackles, machinery for any sum or sums which may at any time prior to<br />
the completion of the works be or owing to the GETCO by the contractor, under in respect of<br />
& dispose of any such materials, tools. Tackles, machinery in such a manner as the GETCO<br />
may think fit & to apply the proceeds in or towards the satisfaction of such sum or sums due or<br />
owing as aforesaid but subject to such lien & power of sale & disposal such surplus materials,<br />
tools, tackles, machinery shall belong to the contractor & may be removed & disposed off by<br />
him as he may think fit.<br />
16 Access to site & work on site:<br />
The Engineer or his authorized representative may if he considers fit from time to time enter<br />
upon any lands which may be in the possession of the contractor under this contract, for the<br />
purpose of executing any work not included in this contract & may execute by other<br />
contractors at his opinion & the contractor shall in accordance with the requirements of the<br />
Engineer, afford all reasonable facilities for execution of the works including occupation of<br />
lands by structure or other wise for any other contractor employed by the GETCO & his<br />
workmen or for the execution on or near site of the works not included in the contract. The<br />
contractor shall not be entitled for any extra claims on such executions.<br />
17 Inspection of Works:<br />
The GETCO’s Engineers or their authorized representatives shall have at all times power to<br />
inspect the works, wherever in progress, either on site, on the contractor’s premises in<br />
connection with this contract. Further, the contractor shall not allow any person other than<br />
GETCO’s Engineers or their authorized representatives to the work sites. The contractor shall,<br />
during working hours, maintain supervisors of sufficient training & experience to supervise the<br />
work as a whole. All orders & directions given to such supervisors or other staff shall be<br />
deemed to have been given to the contractor. Further the GETCO may by due notice, desire a<br />
high ranking member of the supervisor staff of the contractor to be present on any specified<br />
inspection & the contractor shall comply with such directions.<br />
18 Action & compensation payable in case of Bad Work:<br />
If at any time before the refund of Security Deposit to the Contractor it appears to GETCO’s<br />
Executive Engineers or subordinate and / or any authorized officer of the GETCO that the<br />
work has been executed with unsound, imperfect or unskilled workmanship or with materials<br />
of inferior quality or any materials or articles provided by him are unsound or of quality inferior<br />
to that contracted as specified in the Technical Specifications or other wise not in accordance<br />
with the contract, it shall be lawful for the GETCO to intimate that the works , materials,<br />
articles which may have been inadvently passed, certified & paid to the Contractor. The<br />
Contractor shall be bound to rectify or remove & reconstruct the said work so specified at his<br />
own charge & cost & in the event of being failure to do so within specified period by the<br />
GETCO, the Contractor shall be liable to pay compensation at the rate of 1% per day on the<br />
amount of the estimate for the specified work. For the period up to 10 days this shall be<br />
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attended by the Contractor else the GETCO shall get these rectifications at the risk & expense<br />
in all respects of the Contractor.<br />
19 Cleaning up:<br />
19.0.1 The contractor shall at all time keep the construction areas & his labour colony & storage<br />
areas free from accumulation of waste, or rejected materials.<br />
19.0.2 Prior to the completion of the work the contractor shall remove all rubbish from & about the<br />
premises, & tools, tackles, machinery, left out materials consumable, rejected materials,<br />
scaffolding etc. which are not the part of the permanent work/structure. The premises will be<br />
left fully satisfactorily to the GETCO’s Engineers/representatives; thereafter only the<br />
completion certificate will be issued.<br />
20 Contractor’s inventory of equipments & machinery:<br />
The contractor shall prepare & maintain an inventory of all machinery, equipments, temporary<br />
rolling stock, and plant purchased or hired for the use of this contract’s execution.<br />
21 Progress Schedule:<br />
21.0.1 Contractor shall furnish a Construction Schedule on receipt of LOI or Work Order which ever<br />
is earlier, in quadruplicate, indicating the date of start, the monthly progress expected to be<br />
achieved & anticipated completion of each major items of the work under this contract &<br />
procurement of equipments, machinery & other materials. The schedule should be such as is<br />
practicable of achievement the whole work in the time limit & of the particular items on due<br />
date specified in the contract & shall have the approval of the GETCO’s Engineers. Detailed<br />
schedules for each working season showing the progress month by month to be achieved is<br />
to be submitted to the GETCO. The GETCO is empowered to ask for more detailed progress<br />
schedule week by week for any item or for all items & the contractor shall comply when asked<br />
for.<br />
21.0.2 The GETCO shall have, at all times the right without in any way violating this contract, or<br />
forming grounds for claim to alter the order of the works or any part thereof & the contractor<br />
shall after receiving such direction proceed in the order directed. The contractor shall revise<br />
the progress schedule accordingly & submit to the GETCO in four copies.<br />
21.0.3 The contractor shall furnish sufficient machinery, equipment, labourers & materials shall work<br />
for such hours & shifts as may be necessary to maintain/achieve the progress of the<br />
scheduled, after getting written permission of Engineer In Charge.<br />
21.0.4 The progress schedules shall be in the form of bar charts, statements &/or reports as may be<br />
necessary & directed by the GETCO’s representatives.<br />
21.0.5 Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor not<br />
proceeding as per the Scheduled Programme approved by the GETCO, suitable actions shall<br />
be taken in accordance with Clauses <strong>No</strong>. 3 & 4 of the booklet prescribed by the GETCO for<br />
``<strong>Tender</strong> & Contract for Works’’.<br />
22 Recoveries:<br />
Recoveries due from the contractor, up to the end of the month previous to the one in which<br />
the bill is prepared shall be made from bills approved for payment every month or at other<br />
periods when the bills are prepared, for the enlisted, but not limited to, in the order of priorities<br />
& extents.<br />
(a) Deduction on account of security deposit @2.5% in two parts, in first two RA bills.<br />
(b) Penalty, if leviable,<br />
(c) Expenditure, in full, incurred by the GETCO on contractor’s behalf in labour, machinery,<br />
equipment etc.,<br />
(d) Charges for services such as water & power supply, etc. in full,<br />
(e) Hire charges for GETCO’s or Government machinery if any,<br />
(f) Other recoveries not specifically mentioned but recoverable.<br />
23 Date of completion:<br />
The contractor shall complete the whole work & hand over to the GETCO on or before the<br />
date specified in the work order.<br />
Provided always that if in the opinion of the GETCO the completion of the works shall be<br />
delayed by any change of original design or by the order of the GETCO, of any altered,<br />
modified substituted or additional works or materials omitted or by strikes, lock outs or<br />
stoppages of labour, or revolution, riots, civil or political disturbance or by the contractor not<br />
Page 29 of 78
eing given possession of the site or by the GETCO taking possession of & using the site or<br />
part thereof or the works or part thereof or any part of the work or delayed supply of material<br />
by the GETCO or by the not receiving any orders, drawings, instructions or directions in time<br />
or by the suspensions if the works or by fire, flood exceptionally bad weather tempest , storm<br />
or by from unforeseen circumstances(& whether the same shall be due to any act or omission<br />
of the GETCO or it’s representatives) the GETCO may in the unfettered discretion thinks fit<br />
either forthwith or at a later time & from time to time not withstanding that the prescribed or<br />
extended time for completion has expired or work have been completed, extend the date for<br />
the completion of the works to such a date as deemed fit as practical & acceptable.<br />
24 Subletting of contract:<br />
There will be generally no objection on the component parts if the work, being given over to<br />
responsible subcontractors but GETCO shall under no circumstances recognize these<br />
subcontractors & the responsibility of executing the work in the accordance with the conditions<br />
of contract will entirely rest on the main contractor. However written consent of EIC shall be<br />
obtained before subletting.<br />
The main contractor will therefore always have the very responsible member, preferably a<br />
technical hand present on the works with power to sign all work orders issued on the site of<br />
work & to take requisite actions in the interest of efficient execution of work.<br />
25.0 Other contracts for the suspension stoppage or curtailments of work:<br />
If during the pendency of the contract the Engineer shall for any reason (which shall be<br />
unquestioned) whatsoever require the whole or any part of the work as specified in the<br />
contract to be suspended for any period or shall not require the whole or any part of the work<br />
as specified in the contract to be carried out at all by the contractor, he shall give notice in<br />
writing of the fact to the contractor who shall thereupon suspend or stop the work totally or<br />
partially as the case may be. In any case except as provided hereunder, the contractor shall<br />
have no claim to any payment or compensation whatsoever on account of any profit or<br />
advantage which he might have derived from the execution of the work in full but he did not so<br />
derive in consequence of the full amount of the work not having being carried out, or on<br />
account of any loss that he may be put on account of materials purchased or agreed to be<br />
purchased or for unemployment of labour recruited by him. He shall not also have any claim<br />
for compensation but reason of any alterations having been made in the original<br />
specifications, drawings, designs & instructions that may involve any curtailment of the work<br />
as originally contemplated. Where however, materials have already been purchased or<br />
agreed to be purchased by the contractor, before receipt of the aforesaid notice, the<br />
contractor shall be paid for such materials at the rate determined by the GETCO, provided<br />
they would have been useful for the work curtailed or stopped are not in excess of<br />
requirements are of approved quality & cannot be used on other contract works or otherwise<br />
by the contractor &/or shall be compensated for the loss if any, that he may put to, on respect<br />
of materials agreed to be purchased by him, the amount of such compensation to be<br />
determined by the GETCO, whose decision shall be final.<br />
The GETCO may order the contractor to suspend any work on account of bad weather; rain or<br />
storm & such other adverse climate conditions & the contractor shall comply with the same.<br />
The contractor shall not be entitled to any compensation for such suspensions of work.<br />
26.0 Other contractors:<br />
Apart from this work, the other works connected with this work will be simultaneously going on<br />
either departmentally or through any other contractors. The contractors shall co-operate with<br />
others to their fullest extent & shall allow each other every facility & coordination for the<br />
execution of their works simultaneously & satisfactorily, during their action of machinery or<br />
execution of any other co-ordination works, the contractor will have to co-operate as directed<br />
buy the GETCO’s Engineers in the charge of the works. In such cases the contractor shall not<br />
be entitled for any compensation on account of reduction or stoppage of labour<br />
force/machinery/equipments etc.<br />
In the matter of dumps, haul, roads, drainage, diversion & the like, each contractor shall take<br />
into considerations the needs & the requirements of the other contractors if any working in the<br />
vicinity. Further no contractor shall take or cause to be taken any stops or action that may<br />
cause disruption, discontent or disturbance to the work, labour arrangements etc. to other<br />
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contractors. Any action, by any contractor, which the GETCO in the unquestioned discretion<br />
may consider as infringement of the above code, would be considered as a breach of the<br />
contract conditions & the GETCO may take such action as may deem fit against the contractor<br />
& the action taken shall be considered as final & binding.<br />
27.0 Speed of work:<br />
The contractor shall at all times maintain the speed of work to confirm to the latest operative<br />
progress schedule but the GETCO may at any time with sufficient notice in writing direct the<br />
contractor to slow down or to accelerate any part or the whole work for any reason (which<br />
shall not be questioned whatsoever) & the contractor shall comply with such orders of the<br />
GETCO. The compliance of such orders shall not entitle the contractor to any claim or<br />
compensation.<br />
28.0 Contract document & matters to be treated as confidential:<br />
All documents, correspondence, decision & other matters concerning the contract shall be<br />
considered as of confident & restricted nature by the contractor & he shall not divulge or allow<br />
access there to any unauthorized persons of any kind.<br />
Access to the contractor’s book:<br />
Whenever it is considered necessary by the GETCO to ascertain the actual cost for execution<br />
of any particular item of work, the GETCO may do so by directing the contractor to produce<br />
the original invoices.<br />
Interest on money due to the contractor:<br />
The contractor shall not be entitled to receive the interest on the payment due to him upon<br />
measurements or otherwise or on any balance payable to the contractor. Also, contractor shall<br />
not be allowed to relate it with the progress of work at site in any case.<br />
31.0 Measurements to be provisional & subject to correction:<br />
Every measurement for running payment on account of work done be subject to adjustment or<br />
final measurements. In case there is disagreement between such intermediate & final<br />
measurements, the latter shall prevail.<br />
31.A R/A BILLS: The contractor shall submit his R/A bill every month, which shall be processed in<br />
reasonable time after checking and recording the MB. The contractor shall be responsible to<br />
submit R/A bills well in time and shall depute his representative for joint checking of the<br />
measurements; so that the bills can be processed in time. The contractor shall take due care<br />
in this regard, failing to which consequences will be up to him.<br />
32.0 Breach on part of GETCO not to annul contract:<br />
<strong>No</strong> breach or non-observance on the part of the GETCO of any the agreements contained<br />
herein, shall annul this contract of discharge the contractor from the observance &<br />
performance thereof, or of any part thereof, but on application by the contractor & in the<br />
unfettered discretion of the GETCO an extension of time may be given to the contractor in<br />
respect of such breach or non-observance by the GETCO.<br />
33.0 Labour conditions:<br />
33.0.1 The contactor shall comply with the labour laws laid as may be current & shall furnish the<br />
returns & information as may be specified from time to time.<br />
33.0.2 The contractor shall as far as possible obtain his requirements of labour, skilled & unskilled<br />
from the local areas.<br />
33.0.3 The contractor shall pay wages as per the latest circulars applicable at the times for the<br />
minimum wages to be paid to unskilled, semiskilled & skilled labour prescribed by the Govt. of<br />
<strong>Gujarat</strong>.<br />
33.0.4 The GETCO shall have the authority to remove from the work site any person, who may be<br />
considered unfit or undesirable & no responsibility shall be accepted by the GETCO for any<br />
delay or extra expense caused towards the completion of the work by such removal.<br />
33.0.5 If Govt.declares a state of scarcity or famine to exist in any village situated within 10 Km. of<br />
the work site then the piece worker or contractor shall employ upon such parts of work, as are<br />
suitable for unskilled labour any person certified by the GETCO or by any person to whom the<br />
GETCO has authorized, & shall pay the minimum wages as fixed by the Govt. of <strong>Gujarat</strong> in<br />
this behalf. Any dispute that may arise in the implementation of the clause the decision of the<br />
ExecutiveEngineer (civil) shall be final & binding.<br />
33.0.6 The contractor shall provide reasonable facilities to the labour employed by him. The usual<br />
facilities are weather proof shelter for rest & meal, supply of whole some drinking water,<br />
facilities for obtaining food, reasonable washing & sanitary facilities, special facilities for<br />
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women workers, suitable residential accommodation, general sanitation & health measures<br />
etc.<br />
33.0.7 The implementation of any & all provisions of this clause in no way entitles the contractor to<br />
claim in this contract.<br />
34.0 Local Laws:<br />
34.0.1 All local laws in force at the time entering into the contract & those enacted there after shall be<br />
binding on the contractor & he shall abide by the same.<br />
34.0.2 All import duties, sales tax & other local taxes shall be borne by the contractor & they shall be<br />
deemed to have covered by this quoted rate.<br />
35.0 Performa returns:<br />
The contractor shall maintain proforma, charts & details regarding machinery, equipments,<br />
materials labour, personnel & other matters as may be specified by the GETCO time to time.<br />
36.0.1 Maintenance:<br />
On completion of work satisfactorily, by agency, and after passing of final bill, the Security<br />
Deposit will be released by producing <strong>No</strong> Objection Certificate from concerned GETCO office.<br />
36.0 Insurance:<br />
38.0.1 The contractor shall procure, or arrange for the Subcontractor to procure insurance coverage<br />
in amounts approved by the GETCO & sufficient to protect against the following risks arising<br />
out of the work.<br />
Accidents & professional & non-professional sickness of all labourers & personnel engaged in<br />
the work as required by Law pursuant to Workmen’s Compensation Act, 1923 or<br />
Revised version thereof.<br />
Injury or death to third parties including without limitation injury or death caused by any of the<br />
construction aids or vehicles or rented machinery, equipments used by the contractor<br />
or subcontractor whether at the site or elsewhere.<br />
(3) Damage to contractors tools machinery, construction equipments form works,<br />
scaffolding materials etc. due to floods, earthquake or any such cause.<br />
(4) Damage to the existing permanent structures of the GETCO & nearby villages,<br />
equipments of the GETCO or of the co-contractors working in the area for other works.<br />
38.0.2 All the above conditions referred for the insurance cover, shall be in effect from the date of<br />
commencement of the work until the GETCO has accepted the work.<br />
38.0.3 In the policies covering the insurances referred to above, the GETCO, contractor & the<br />
subcontractor shall be as co-ensured where possible.<br />
38.0.4 The cost of insurance shall be borne by the contractor.<br />
37.0 Liens:<br />
Final payment to the contractor shall not be made until the contractor shall deliver to the<br />
GETCO receipts in full in lieu thereof, & in either case, an affidavit that so far he has<br />
knowledge or information the releases & materials for which in lien could be filed. If any lien<br />
remains unsatisfied after all the payments are made, the contractor shall refund to the GETCO<br />
all money that the latter may be compelled to pay in discharging such a lien, including all costs<br />
& a reasonable attorney.<br />
Special conditions:<br />
41.0.1 The successful Bidder, on receipt of Letter of Intent will submit within a week’s time his<br />
planning/programme of works, for the scrutiny of the GETCO in a PERT/BAR Chart Format,<br />
clearly indicating the GETCO’s inputs also.<br />
41.0.2 Contractor will plan his work such that the works on all the fronts released by the GETCO,<br />
simultaneous works should progress in such a way that the entire job is completed in the<br />
scheduled time limit.<br />
41.0.3 The work commencement date will start from the date of issue of letter of intent by the<br />
GETCO. However interim mile stone to be jointly fixed after issue of LOI.<br />
41.0.4 The successful bidder will have to depute his authorized representative to attend progress<br />
review meetings to be held at site or the GETCO’s TR.C.O. VARTEJ.<br />
41.0.5 The contractor will be responsible for complying with all rules & regulation & the labour laws<br />
applicable to him & the GETCO will not be responsible for any lapses committed by them. If<br />
there is any claim from the Govt. Authority pertaining to the contractor the same amount will<br />
be deducted from the contractor’s bill.<br />
Page 32 of 78
41.0.6 An adhoc payment shall be released @75% against the bill submitted, subject to adjustment<br />
in next R/A bill; over and above one R.A. bill in each month.<br />
41.0.7 The contractor shall depute sufficient numbers of qualified engineers /<br />
Supervisors to look after work. The engineers / supervisors shall remain present at site at all<br />
the times. In no circumstances, contractor shall be allowed to continue work without<br />
engineering supervision.<br />
42 Payments shall be released on the availability of funds with the GETCO.<br />
43 Contract:<br />
After the tender has been accepted by the GETCO, all orders or instructions to the Contractor<br />
shall, except as herein otherwise provided to, be given by the GETCO’s Engineers at site on<br />
behalf of the GETCO for the speedy execution of the work.<br />
44 Employees Provident Fund<br />
Bidders shall note that they possess P.F. Code <strong>No</strong>. in the name of the company [under<br />
Employees Provident Fund Organisation, Regional Office, Ahmedabad directive] obtained from<br />
the concerned Authorities of their respective jurisdictions.<br />
In the event of non–possession of the separate P.F. Code <strong>No</strong>. as detailed in the foregoing para,<br />
the offer shall summarily not be considered for the acceptance despite the offer is the lowest<br />
quoted offer in the price bid opening.<br />
45. Penalty Clause<br />
1. Penalty:<br />
In case if any safety related fatal elect. / Mech. Accident occurred to any employee of<br />
agency or outsider due to negligence or non-compliance of GETCO safety norms then in<br />
addition to the compensation and liability as per statutory requirement , contractor /<br />
agency shall be penalized as under:<br />
Sr. <strong>No</strong> Amount of Contract in Rs. Penalty amount in RS<br />
1 Up to 1 Lac 5,000.00<br />
2 Above 1 Lac to 10 Lacs 25,000.00<br />
3 10 to 100 Lacs 1,00,000.00<br />
4 > 100 Lacs 1.0 %<br />
2. Reporting<br />
2.1 The contractor shall inform concerned ex. Engineer const/TR in writing<br />
within 24 hours of fatal/<strong>No</strong>n-fatal accident occurred to human being.<br />
2.2 The GETCO investigating officer findings in to accident shall be final and binding to<br />
the contractor / Agency.<br />
3. Safety requirement<br />
Kick off Meeting exclusively for safety shall be done in each contract in presence of<br />
contractor’s site in charge and supervisor. Safety document shall be handed over and<br />
vital safety norms and key points of safety related to project shall be explained and<br />
recorded for commitment by erection contractor.<br />
Such records are mandatory for clearing first erection bill.<br />
3.21 Safety equipments available and utilize.<br />
(a) Helmet. (b) Safety belt. (c) Safety Shoes. (d) Live line Voltage detector<br />
3.22 Safety procedure adopted.<br />
(a)Permit to work (b) Earthling at the place of work (c) Adequate Supervision.<br />
Page 33 of 78
3.23 T & P physical Check. (Healthiness and Quality)<br />
(a) P.P.rope. (b) Wire rope and sling. (d) Earthling rode<br />
3.3 If above-mentioned safety requirements found violated in any of the above three<br />
conditions shall attract penalty of Rs. 1000/- per occasion. (Max.Rs.3000/-- for violation<br />
of three conditions)<br />
3.4 During subsequent visit, if violation is found, then double penalty shall be deducted<br />
from the bill of the contractor/Agency.<br />
46. Safety guide for Contractors during work<br />
In spite of safety measure & guide lines by GETCO regarding safety for contractor’s<br />
labour, accidents are continued to occur to contractor’s labours. In this condition please<br />
ensure following guidelines while working on lines.<br />
1. The method of work required T&P and man power should be discussed between<br />
GETCO supervisor, contractor’s supervisor and gang leaders.<br />
2. Prior to execution of work a joint survey must be conducted by GETCO supervisor,<br />
contractor’s supervisor and DISCOM line man in order to identify the following:<br />
• HT/LT line or tap line crossing under each span of line of the work.<br />
• Isolation point of each line crossing must be checked.<br />
• Each line crossing & isolation point under each span must be discussed and<br />
noted in maintenance register with sketch.<br />
3. While execution of stringing work the identified line crossing must be isolated / deenergized<br />
and written clearance should be obtained from concerned DISCOM<br />
supervisor.<br />
4. The isolation of Tap line must be physically seen and verified by contractor.<br />
5. Contractor’s supervisor must take LCP for EHV line and power line crossing.<br />
6. At D.O. fuse junction contractors person should be posted to ensure that no person<br />
restore D.O supply while work is under execution.<br />
7. Contractor’s supervisor must ensure all isolation physically prior to give clearance to<br />
gang leader for talking up job.<br />
8. Earthling must be done at the place of work before execution of any work.<br />
9. Live line Detector should be used to check de-energisation of line before start of<br />
work.<br />
10. Earthing materials and tools of contractor shall be verified before starting of work.<br />
11. <strong>No</strong> work by contractor labour without their supervision.<br />
The above guidelines along with safety instruction as per annexure: A is attached<br />
herewith shall be scrupulously implemented and this shall be part of the contract.<br />
Page 34 of 78
Annexure: A<br />
Following safety guidelines are mandatory for all contactors operating in GETCO<br />
premises/on transmission lines for ELECTRICAL, non- ELECTRICAL & civil works.<br />
The contractors must provide advance planning of work to concerned in- charge of<br />
substation in writing.<br />
1. The list of workers/labours with name and address must be given to s/s in charge<br />
prior to commencement of work by the contractor.<br />
2. The copy of group insurance policy with list of name of workers covered.<br />
3. The list of T& P and safety equipment (PPE) having feasted and checked by GETCO<br />
officials at site.<br />
4. The working procedure must be specified with timings of working hours<br />
indicating tea break & lunch break period<br />
5. Before starting any work whether switch yard, on line or in colony ‘permit to allow<br />
to work’ must be taken from control room I in charge.<br />
6. utilizing Electrical/ non-electrical equipment , safety rules must be implement<br />
7. All workers/labour & supervisors must use safety equipments (PPE) during the<br />
work<br />
8. If the work is to be carried out on Sunday or public holiday. The necessary<br />
permission must be taken in advance, requesting in writing<br />
9. unwanted person including children of labours will not be allowed at working site<br />
the switchyard and in the prohibited area<br />
10. Any electrical work or electrical connections to equipment for any other work<br />
must be carried out by certified electrician/wiremen with adequate size of wire<br />
through MCB per I.E. Rule. Ensure that all precautions are taken to prevent<br />
electrical accident, & the installations/connections are certified by Engineer incharge.<br />
11. <strong>No</strong> work should be done during right hours unless & until it is required under<br />
certain circumstances with the approval next higher authority and all necessary<br />
arrangement of adequate lighting with safety precautions is made.<br />
12. Joint checking of line by in-charge, contractor & supervisor prior to<br />
commencement of work of any electrical/non-electrical work.<br />
13. Any Power line crossing, river crossing & railway crossing or any other hazards<br />
must be discussed with workers by contractor in presence of Engineer in-charge.<br />
14. Contractors must submit list of Workers with name, qualification and experience<br />
who are engaged for line maintenance/rectification job.<br />
15. Line clear permit must be taken on power line crossing or passing nearby for safety<br />
of workers. This must be ensured by GETCO supervisor/in-charge of substation<br />
before starting the work.<br />
16. Contractor must arrange for shelter and drinking water facility for the<br />
labours/workers engaged with the permission of S/s in charge.<br />
We accept the above conditions…<br />
Executive Engineer (TR)<br />
GETCO, Transmission Division Office,<br />
VARTEJ.<br />
Contractor’s Representative legible signature: ______________________<br />
Name of the person: __________________________________________<br />
Seal of the company:<br />
Date & place: _______________________________________________<br />
Page 35 of 78
TECHNICAL SPECIFICATIONS:<br />
General Conditions of Contract<br />
1. The contractors shall, at their own expense make all necessary provisions for housing, water<br />
supply, and sanitary arrangements for their employees as well as for works and shall pay direct to<br />
the authorities concerned, all rates and taxes.<br />
2. The contractor shall make their own arrangements for the necessary approach, road, for transport<br />
of their materials and be responsible for the compensation on account of damage to crop etc. &<br />
shall till completion of work.<br />
3. All the royalty charges, Octroi and other duties & all taxes will be paid by the contractor and no<br />
extra be claimed on this account.<br />
4. Godowns or sheds hired or constructed for storing of controlled materials and more particularly of<br />
cement shall be such as would prevent the materials from getting damaged in any way.<br />
5. It will be absolutely incumbent on the contractors to have on the site of work only such of the<br />
materials as have been duly passed by the Engineer-in-charge. Materials that have been rejected<br />
must on no account be allowed to remain on the site, and in spite of written order to do so, any<br />
such rejected material is on the site beyond a period of 48 hours notice, the Engineer-in-charge<br />
shall have the right to remove it, at the risk and cost of the contractors and even to destroy it.<br />
6. It must be distinctly understood that conditions of contract and of claims in respect of extra work,<br />
will not be allowed unless the works to which they relate is clearly without the spirit and meaning<br />
of the specifications or unless such works are ordered in writing by the Engineer-in-charge and<br />
claimed for in specified manner.<br />
7. On completion of the work, the site shall be cleared by the contractor within the stipulated period,<br />
and ground brought to original state and they shall not be entitled for any extra claim on this<br />
account.<br />
8. General Specifications of the relevant Indian standard specification shall also apply.<br />
9. Damage to work clause<br />
The works whether fully constructed or not and all materials, machinery plant tools,<br />
temporary buildings and other things connected there shall be at the risk and in the sole charge of<br />
the contractor, until the works have been delivered, completed to the satisfaction of the Engineerin-charge<br />
and certificate from him to the effect is obtained. Until such delivery, the contractor shall<br />
at their own cost, take all the precautions reasonably necessary, to keep all the aforesaid works,<br />
materials, machinery, plant tools. Temporary buildings and other things connected with the works,<br />
free from any loss or damage and in the event of the same or any part thereof being lost or<br />
damaged, shall forthwith within the possible speed, reinstate and made good such loss or<br />
damage at contractor’s own cost.<br />
10. Any components or part of the work, shall not be given to any sub-contractor without approval<br />
of the competent authority of the GETCO. The whole responsibility of the execution of the<br />
work, as per the terms and conditions of the contract, will entirely rest of the main contractor.<br />
The main contractor shall always keep his responsible representative, preferably a technical<br />
hand, on work site with powers to sign M.Rs. and take necessary decision and implement the<br />
instructions issued in the interest of efficient execution of the works.<br />
11. The Engineer-in-charge will fix the hours of work, and no work shall be executed beyond that<br />
period, during night time or in absence of the Engineer-in-charge of his authorized agent. The<br />
box measures shall be filled only in the presence of the engineer-in-charge or his authorized<br />
agent.<br />
Page 36 of 78
12. Contractor will be asked to present the sample of materials, and the approved samples will be<br />
preserved at the site of work, and no charge in the approved sample will be allowed, without<br />
the written permission of the Engineer-in-charge.<br />
13. In any work is not executed according to the specifications, and the directions of the Engineerin-charge,<br />
the same will be rejected, and the contractor has reexecute the same without any<br />
financial implication to the GETCO.<br />
14. Contractor will have to communicate the name of his authorized agent, who shall be present<br />
on the works, and shall be authorized to sign the material requisitions, receive instruction<br />
given verbally or on the order book, on behalf of the contractor.<br />
15. The contractor will have to sign the conditions of contract, and execute the agreements, send<br />
the list of previous works executed, solvency certificate and pay up the security deposits,<br />
falling to that, the tender will be rejected and earnest money deposited will be forfeited. The<br />
value of the stamp paper and stamp duty charges shall be borne by the contractor.<br />
16. <strong>Tender</strong>er must return the form of tender, with the specifications and the schedule of quantities,<br />
and rates and other schedules only signed on each page. Any tender not bearing signature of<br />
the tenderer on all the documents accompanying the tender is liable to be rejected.<br />
17. Before submitting his tender, unit rates, which shall be for the finished work complete,<br />
including charges involved in testing, maintenance for a period of 12 months, the tenderer<br />
shall closely examine the specifications and carefully study the drawings and all documents,<br />
which form a part of the contract, to be entered into by the accepted tenderer.<br />
18. The <strong>Tender</strong>er must visit the site of works and see for himself the site conditions regarding<br />
water, labour conditions, rates approach road during all seasons and all other matters<br />
affecting the works before submitting the tender.<br />
19. The submission of tender by a contractor implies that, he has read these instructions, the<br />
conditions of contract etc. and has made himself aware of the scope and specifications of the<br />
work to be done, and of conditions and rates at which stores will be issued to him, and local<br />
conditions and other factors bearing on the executions of the work. The GETCO will not<br />
therefore, after acceptance contractor’s rate, pay any extra charge for lead or for any other<br />
reason. In case the contractor is found later on, to have misjudged the site conditions.<br />
20. The tender document shall be written legibly and free from erasure, over writing or<br />
conversions of figures. Correction where unavoidable, shall be made by crossing out,<br />
initialing, dating and rewriting.<br />
21. The GETCO or its officers, who accept tender, shall have the right of rejecting all or any of the<br />
tenders, and will not be found to accept the lowest offer not to assign any reasons whatever,<br />
for the rejection of any tender or all tenders.<br />
22. The tender notice to tenderers shall from a part of the contract.<br />
23. The entire work is to be completed, within the stipulated time limit from the date of issue of<br />
letter for commencement of the work by field office. The contractor will not be eligible for any<br />
extra for the idle period of works, or waiting period that may be required to suit other<br />
consideration, and no claims for compensations on account of such, will be considered.<br />
However in case of delay due to circumstances beyond the control of contractors, either in<br />
date of commencement or due to, waiting during construction, extension in time may be<br />
considered for completion of works, without any penalty to the GETCO.<br />
i. The contractor shall keep full time qualified Civil Engineers at the site, who shall be fully<br />
authorized to receive and comply with such instructions, as given by the Executive engineer.<br />
The name of such Engineer with his qualifications and experience shall be intimated by the<br />
contractor. The Executive Engineer shall have the right to demand the removal of any<br />
technical personnel, skilled or unskilled workmen, who in his opinion are considered to cause<br />
bad workmanship in the execution of works or to cause indiscipline.<br />
24. The department reserve the right to make any change in the design and the plans of the<br />
works and the contractor shall be bound to carry out them at the rates tendered. <strong>No</strong> claim or<br />
compensation will be allowed on this account.<br />
Page 37 of 78
25. Bills shall be submitted by the contractor monthly on or before the date fixed by the Executive<br />
Engineer, for all works executed in the previous months.<br />
26. Should this tender be accepted I /We hereby agree to abide by and fulfill all the terms and<br />
provisions of the “<strong>Tender</strong> & contract for works”as applicable, and in default thereof to forfeit<br />
and pay to the GETCO the sums of money due.<br />
27. The contractor shall keep instruction book on site, for taking site instruction from time to time.<br />
This book shall be make available on site whenever asked for.<br />
28. The contractor shall pay wage to the workers, as per minimum wages act as declared by the<br />
Government time to time.<br />
29. The contractor shall follow all labour laws of Govt.<br />
30. Contractor shall arrange for testing of material to be used in the work or finished product, if<br />
desired by the Executive Engineer. The provision shall be made in the unit rate quoted for<br />
this.<br />
31. The full value of the “Earnest Money Deposit” paid herewith, shall be forfeited to the GETCO,<br />
if the contractor fails to deposit the full amount of specified security deposit, within stipulated<br />
time.<br />
32. CEMENT CONSUMPTION SCHEDULE<br />
The proportion of cement with coarse aggregate and the fine aggregate for cement concrete<br />
works & with sand in case of cement mortar will be in accordance with the under mentioned<br />
schedule showing the consumption of cement in bags. The Engineer-in-charge will adjust the<br />
proportion of cement irrespective of the mix mentioned in the description of the items, to ensure<br />
the consumption of the cement as per prescribed schedule. The tendered rate will be considered<br />
to have been based on the consumption of cement in this schedule and nothing extra will be paid<br />
on this account.<br />
(a) If the quantity of cement shown as utilized in the work, is observed to be less than<br />
permitted as below then work will be accepted at reduce rate at the discretion of EIC, if<br />
deemed fit.<br />
Table showing the cement required to be consumed in civil work items.<br />
Sr. <strong>No</strong>. Item Description Unit Cement to<br />
be<br />
consumed<br />
in Bags<br />
1 2 3 4<br />
1. Masonry Works<br />
a. B.B. Masonry in 1 CMT 1.40<br />
C.M. 1:6.<br />
1 CMT 1.70<br />
b. U.C.R. Masonry in<br />
1 CMT 2.00<br />
C.M. 1:6<br />
1 SMT 0.20<br />
c. U.C.R. with<br />
pointing in C.M. 1:<br />
2<br />
1 SMT 0.46<br />
d. 115 mm thick B. B.<br />
Partition in C.M.<br />
1:4<br />
e. –do- but with both<br />
sides plaster in<br />
C.M. : 1:3;12 mm<br />
thick.<br />
2. Cement Concrete works without finishing<br />
Page 38 of 78
a. C.C. 1:1 ½ : 3<br />
b. C. C. 1 : 2 : 4<br />
c. C.C. 1 : 3 : 6<br />
d. C.C. 1 : 4 : 8<br />
e. C.C. 1 : 5 : 10<br />
3. Flooring<br />
a. 25 mm thick I.P.S. in C.C. 1:2:4<br />
b. –do- 40 mm thick<br />
c. –do- 50 mm thick<br />
d. –do- 75 mm thick<br />
e. –do- 100 mm thick<br />
f. Cement for fixing marble Mosaic Tiles<br />
g. –do- White glazed tiles with 12 mm thick<br />
coating cement plaster for leveling.<br />
h. Terrazzo floor finishing 20 mm thick with<br />
12 mm thick back coating cement<br />
plaster.<br />
i. Kotah stone flooring<br />
4. Bedding Below Flooring<br />
a. 110 mm thick C. C. 1 : 4 : 8<br />
b. – do – C. C. 1 : 5 : 10<br />
5. Plastering & Pointing<br />
12 mm thick C.P. in C.M. 1 : 3<br />
20 mm thick C.P. in C.M. 1:3<br />
20 mm thick sand faced in two layers.<br />
Cement Pointing 1 : 1<br />
6. Ground Sink 750 x 750 mm with dwarf wall<br />
115 mm thick 40 mm IPS with 110mm. thick<br />
1: 5: 10 bedding,<br />
7. a. RCC water tank 1000 ltr. (1.2x1.2x0.9M<br />
with free GETCO)<br />
b. – do – size (2x2x0.9 M with free GETCO)<br />
(3000 Liters)<br />
1 CMT<br />
1 CMT<br />
1 CMT<br />
1 CMT<br />
1 CMT<br />
8.12<br />
6.27<br />
4.42<br />
3.00<br />
2.47<br />
1 SMT 0.25<br />
1 SMT 0.35<br />
1 SMT 0.45<br />
1 SMT 0.60<br />
1 SMT 0.75<br />
1 SMT 0.13<br />
1 SMT 0.25<br />
1 SMT 0.25<br />
1 SMT 0.20<br />
1 SMT 0.35<br />
1 SMT 0.28<br />
1 SMT 0.13<br />
1 SMT 0.19<br />
1 SMT 0.20<br />
1 SMT 0.07<br />
1 <strong>No</strong>. 0.75<br />
1 <strong>No</strong><br />
6.50<br />
1 <strong>No</strong>. 13.00<br />
8. Kitchen Platform with 75 mm thick slab with 2<br />
partition with 12 mm smooth plaster.<br />
a. Size 2000 x 675 mm<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1.50<br />
2.50<br />
b. Size 3000 x 675 mm<br />
9. a. 75 mm quarter round vata in C.M. 1:2.<br />
b. 100 mm – do –<br />
c. 150 mm – do –<br />
100 RMT<br />
100 RMT<br />
100 RMT<br />
4.00<br />
5.00<br />
7.00<br />
10. Fixing W.C. Pan 1 <strong>No</strong>. 0.50<br />
Page 39 of 78
11. a. Gully trap with chamber or 300x300mm.<br />
b. Nahnitrap<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
0.75<br />
0.05<br />
12 50mm thick RCC shelf in C.C. 1:1 ½ : 3 1 SMT 0.60<br />
13 - do - precast cover 300 mm, wide 50 mm<br />
thick with smooth finishing on all sides.<br />
14 Manhole chambers with 230 mm, thick<br />
masonry in C.M. 1:6 and depth upto av. 1000<br />
mm incl. cement plaster in C.M. 1:3 inside,<br />
top and outside upto 150 mm depth.<br />
a. Size 900 x 450 mm<br />
b. Size 600 x 450 mm<br />
c. Size 600 x 600 mm<br />
d. Size 900 x 900 mm<br />
e. Size 450 x 450 mm<br />
f. Size 300 x 300 mm with 110 mm partition<br />
wall.<br />
15 RCC hume pipe with filling joints in C.M. 1:1<br />
and bed concrete 1:4:8 below joints 150 mm.<br />
thick<br />
a. 750 mm dia<br />
b. 650 mm dia<br />
c. 450 mm dia<br />
d. 300 mm dia<br />
e. 225 mm dia<br />
f. 150 mm dia<br />
16. Procelin Pipes (S.W.G. Pipes)<br />
a. 100 mm dia<br />
b. 150 mm dia.<br />
1 RMT<br />
1 SMT<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1 <strong>No</strong>.<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
1 RMT<br />
0.16<br />
0.60<br />
2.50<br />
2.00<br />
2.25<br />
3.70<br />
1.25<br />
0.75<br />
0.45<br />
0.35<br />
0.24<br />
0.16<br />
0.12<br />
0.08<br />
0.06<br />
0.08<br />
17 150 mm dia half round gutter in C.C. 1:3:6 1 RMT 0.15<br />
18 2500 mm dia x 300 mm deep of hollow<br />
masonry in C.M. 1:6 with C.C. 1:4:8 bedding<br />
& RCC slab cover, for soak pit.<br />
1 <strong>No</strong>. 21 bags.<br />
<strong>No</strong>te : (1)<br />
Consumption figures mentioned against each item is for theoretical<br />
consumption. This consumption may very + 5 %<br />
(3) In the case of plaster to masonry walls, an extra quantity of 1 Cft to mortar for every<br />
100 sq.ft. of area may be allowed at the discretion of EIC.<br />
For Protection wall at GPPL site --<br />
NO ITEM DISCRIPTION NO L B D QTY. TOTAL QTY.<br />
1 Excavation in Ordinary Soil<br />
For Toe Wall 1 60.00 1.20 1.00 72.00 SAY 75.00 CMT<br />
2 C.C. (1:4:8)<br />
P.C.C. For Toe Wall 1 60.00 1.20 0.30 21.60 SAY 25.00 CMT<br />
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3 C.C(1:2:4)<br />
Toe Wall 1 60.00 0.60 1.70 61.20 SAY 65.00 CMT<br />
4 T.M.T. Reinforcement<br />
. @ 50 Kg/ Cmt 65 50.00 - - 3250.00 SAY 3250 KG.<br />
5 Bela Masonry<br />
At 3 m c/c 20 4.00 0.23 0.50 9.20 SAY 10.00 CMT<br />
6 Murram Filling<br />
0.5 60.00 4.00 1.50 180.00<br />
SAY 190.00 CMT<br />
7 Rubble Pitching<br />
1 60.00 4.00 - 240.00<br />
1 60.00 1.00 - 60.00<br />
300.00<br />
Deduction of 25%Voids 75.00<br />
225.00 SAY 230.00 CMT<br />
8 20 mm SF Plaster<br />
Toe wall Top 1 60.00 0.60 - 36.00<br />
River side 1 60.00 - 1.00 60.00<br />
96.00 SAY 100.00 CMT<br />
9 Cement Pointing<br />
1 60.00 4.00 - 240.00<br />
Deduction<br />
Masonry 20 4.00 0.23 - 18.40<br />
221.60<br />
SAY 225.00 SMT<br />
General:<br />
Please refer latest edition of relevant Indian Standard Specification of Code i.e. B.I.S.<br />
General relevant I.S. of B.I.S. shall prevail for all items including materials, measurements etc.<br />
The Item wise detailed specifications are intended for full description of items covered by Schedule<br />
“B”. The specifications are not however intended to cover every detail and the works shall be<br />
executed according to the spirit of the specifications below and the best prevailing P.W.D. practice.<br />
The clarification to any clause in detailed specifications shall be sought from the latest edition of<br />
relevant I.S. specification and codes. Where these specifications are at variance with the specification<br />
laid down in the I.S. Books stated above, the former will be applicable. As regarded matters not<br />
covered by any of the above specification, the decision of the Executive Engineer-in-charge shall be<br />
treated as final and shall be binding upon the contractor. The contractor is expected to get clarified<br />
any doubt about specification, etc. before tendering by discussing with Executive Engineer.<br />
Page 41 of 78
DETAILED SPECIATIFICONS<br />
Item <strong>No</strong>.1:-Dismenalling the C.C. or R.C.C. work for foundation and building work and<br />
throwing/stacking the dismenalled stuff as directed, within the lead of 500 Mtr. Radioed,<br />
dressing etc. complete as directed by E.I.C.<br />
Area of plain cement and R.C.C. work to be dismentalled, shall be separated by providing<br />
necessary barricaded, and providing watchman to avoid any accident in the area. All<br />
precaution shall be taken to see that, the structure, machinery, equipment in the area not<br />
damaged. If desired by authority, all equipments, machinery, etc shall be covered with<br />
tarpolin or plastic covering without any extra cost.<br />
Rate quoted for the item shall be inclusive of providing all labour, tools, tackles, and<br />
scaffolding, wherever required. Payment shall be made for actual cu. Meter of concrete<br />
dismenalled as per drawing of as directed or details furnished at site. (Area shall be cleaned<br />
everyday, when work is to be stopped or even work is in progress during day, if required, in<br />
case of plant area or other places).<br />
Item <strong>No</strong>. 2:-Dismentaling the B.B./Bella/U.C.R. masonry work in C.M. or L.M. including<br />
scaffolding and throwing away the dismantled stuff within the lead of 500 Mtr. Radious &<br />
stacking of the useable materials at the places, etc. complete as directed by E.I.C.<br />
Area to be dismentalled shall be marked with paint and got approved before starting<br />
the work. Specification of item <strong>No</strong>.1 shall be applicable to this item also. Wherever opening is<br />
to be made in masonry work, sides of the opening made, shall be finished with cement<br />
mortar 1:3 to line and level as instructed. Rate quoted is inclusive of this. Cement shall be<br />
used as per the terms detailed in schedule.<br />
Item <strong>No</strong>.3:-Dismentalling the barbed wire fencing pinned with R.C.C./P.S.C./Angle or wooden<br />
posts from all rows& diagonals & bundling & stacking the barbed wires as directed by E.I.C.<br />
etc. complete.9PAYMENT WILL BE MADE IN RMT. OF COMPLETE FENCING WORK<br />
IRRESPECTIVE OF NO OF ROWS.) (For 6<strong>No</strong>s Horizantal & 2 <strong>No</strong>s. of rows)<br />
Care shall be taken to see that, the labour engaged on job are not injured during<br />
removal of fencing. The barbed wire row shall be immediately bundled after removing.<br />
The payment shall be made in running meter of complete fencing work irrespective of<br />
<strong>No</strong>s. of rows i.e. on actual running meter fencing. Rate quoted shall be inclusive of crediting<br />
the removed barbed wire to the deptl . Store.<br />
Item <strong>No</strong>.4:- ---DO----as above but for 3 NOs. Horizantal & 2 <strong>No</strong>s of diagonal rows.<br />
Same specifications shall be applicable as per of Item <strong>No</strong>. 3.<br />
Item <strong>No</strong>. 5:-Labor charges for removing the chinlink fencing panel with nuts & bolts from<br />
Angle supports, including stacking the same as directed by E.I.C.<br />
Specifications of Item <strong>No</strong>. 3 & 4 shall be applicable.<br />
Pannels and nut bolts removed shall be credited to the Dptl. Store.<br />
Payment shall be made for <strong>No</strong>s. of panels removed and credited to store.<br />
Item <strong>No</strong>.6:-Removing the existing post P.S.C. or Angle iron from concrete without damging<br />
the post & stacking etc. complete as directed by E.I.C.<br />
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Fencing post shall be removed completely from the ground in full length. Foundation<br />
concrete shall be removed completely from post. The removed post shall be credited and<br />
stacked at the Deptl store.<br />
Payment shall be made on actual <strong>No</strong>s. of posts removed. Any damages to the post<br />
shall be made good by the contractor at hi own cost.<br />
Item <strong>No</strong>. 7:-Removing :<br />
wooden/steel frame door/window/ventilator with shutters from masonry or concrete work<br />
without damaging the same, including sacking the same, etc. complete as directed by E.I.C.<br />
While removing the door/window/ventilator etc., care shall be taken to see that, none of the<br />
members or walls etc. are damaged. Shutters of the door/window ventilators shall be<br />
removed first. In case of glass panels or glass louvers, they shall be removed first, and<br />
stacked separately, so that ,they do not get damaged. All fittings, screws, etc. removed, hall<br />
be kept and credited separately. Rate quoted shall be inclusive of making necessary holes in<br />
masonry for removal of frame. In case of grill fixed to window of ventilators, and required to<br />
be removed, it shall be removed and credited without any exta cost. Any opening made in<br />
masonry shall be plugged properly and plastered to match with surface, if required.<br />
Payment shall be made on the actual area of door/windw/ventilators removed. i.e.<br />
out side to out side. Of frame, excluding hirns of frame in floor. All necessary tools, tackles,<br />
labours, scaffolding, etc, require shall be arranged by contractor, and rate quoted shall be<br />
inclusive of all. All the removed materials shall be credited to Deptl. Store.<br />
Item <strong>No</strong>.8:-Labour charges for fixing the old door/window/ventilator in position as directed,<br />
including doing minor repairing & providing new hold fasts, making grooves in the wall &<br />
Fixing in C.C. and supplying and painting 2 coats of oil painting of approved make etc.<br />
complete as directed by E.I.C.<br />
Door, window, ventilator to be fixed shall be issued from deptt. Store. They shall<br />
be transported to the place of fixing. Minor repairs to wood work shall be attended before<br />
fixing. Hold fasts of M.S. flat 20m.m.x4m.m. and 250 m.m. long shall be fixed as directed.<br />
Any missing screw etc., shall be provided and fixed by the contractor. Necessary opening in<br />
wall for fixing of frame shall be made carefully, so as not to damage masonry & other<br />
structure. The frame shall be fixed in line, level and plumb in the wall. Two coats of approved<br />
quality tint and make oil paint shall be applied after fixing the shutters with frame, and<br />
cleaning the old paint with sand paper, filling the voids etc. with putty. Painting shall be<br />
carried out only after the same is cleared by competent authority.<br />
Rate quoted shall be inclusive of fixing the frame in C.M. 1:3, and smooth<br />
plastering to all sides. Payment shall be made on square meter bases, as per item <strong>No</strong>. 7. if<br />
the window, ventilator are provided, with bars or grill, the rate quoted shall be inclusive of oil<br />
painting the frame.<br />
Item <strong>No</strong>.9:-Labour charges for fixing fabricated chain link fencing panel to vertical angle posts<br />
by means of nuts & bolts as per drawing including 2 coats of alluminium or any shade of oil<br />
painting to the entire panel etc. complete as directed by E.I.C. (PANEL WILL BE SUPPLIED<br />
FREE OF COSRT BY THE DEPTT. & REQUIRED NUTS & BOLTS WILL BE SUPPLIED BY<br />
THE CONTRACTOR AT HIS OWN COST.)<br />
The chain link panel shall be supplied free of cost at Deptt. Store and the<br />
contractor has to cart the same at the place of use. The chain link panels shall be fixed in<br />
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line, level with the angle posts. Necessary nuts & bolts required shall be arranged by the<br />
contractor at his own cost.<br />
After panels are erected and properly cleaned and approved for painting, the<br />
panel & angle posts shall be painted with 3 coats of approved quality and make of alluminium<br />
or any shade of enamel paint.<br />
The payment shall be made on <strong>No</strong>s. of panels fixed based on unit rate quoted.<br />
Item <strong>No</strong>.10:-Labour charges for fixing fabricated angle posts in concrete in line level & plumb,<br />
including 3 coats of oil painting ec. Complete as directed by E.I.C.(ANGLE POSTS WILL BE<br />
SUPPLIED FREE OF COST BY DEPTT.)<br />
The fabricate angle posts shall be supplied free of cost at Deptt. Store, and the<br />
contractor has to cart the same at the place of use. The angle post shall be fixed in line level<br />
and plumb as directed in foundation concrete 1:4:8 of 30c.m.x35c.m.x45c.m. deep including<br />
necessary excavation for foundation pit in any type of soil, murrum, soft rock etc. complete.<br />
The cement for concrete shall be supplied by the contractor; the foundation concrete shall be<br />
cured for min. 10 days.<br />
The angle post shall be painted with 3 coats of approved quality and make of<br />
alluminium or any shade of enamel paint.<br />
quoted.<br />
The payment shall be made on <strong>No</strong>s. of angle post fixed, based on unit rate<br />
Item <strong>No</strong>. 11:-Removing the existing tiles, kotah stone flooring including base concrete,<br />
throwing away the stuff as & where directed within a radius of 500 mtrs. Etc. complete as<br />
directed by E.I.C.<br />
The tiles or kotah stone flooring shall be removed carefully, so as to have<br />
minimum to tiles or kotah stones.<br />
Removed useable tiles or kotah stones shall be stacked separately as<br />
directed. The base concrete of the flooring shall be removed completely and disposed off at<br />
the places shown. The useable materials are to be credited to Deptt. Store.<br />
The payment shall be made on the actual floor area removed in square<br />
meter. Rate quoted shall be inclusive of all tools, labours, transportation etc.<br />
Item <strong>No</strong>. 12:- Removing the existing tiles, kotah stone flooring including base concrete,<br />
throwing away the stuff as & where directed within a radius of 500 mtrs. Etc. complete as<br />
directed by E.I.C. –but I.P.S. flooring.<br />
Specification of item <strong>No</strong>. 11. shall be adhere to wherever applicable.<br />
Item <strong>No</strong>.13:-Removing existing plaster work including scaffolding & throwing away the stuff to<br />
a lead of 300 Mtrs. Radius etc. complete as directed by EI.C.<br />
Specification of Item <strong>No</strong> 11 shall be adhered to wherever applicable.<br />
Item <strong>No</strong>. 14.-Removing existing W.C. Seat including all pipe connections .including throwing<br />
away the stuff to a lead of 300 Mters. Radius etc. complete as directed by E.I.C.<br />
Page 44 of 78
y E.I.C.<br />
The specification will be applicable as per wording of the item, and as directed<br />
Item <strong>No</strong>.15:-Dismentaling /Removing G.I. Pipes, G.S.W. pipes, AC/PVC rain water, G.I.<br />
pipes, with fittings, clamps, including Excavation, stacking the materials, with all leads an lift,<br />
and crediting the same, in Deptt. Store. etc. complete as directed<br />
by E.I.C.<br />
The specification shall be adhered as per description of the item, and as<br />
directed by E.I.C.<br />
Item <strong>No</strong>.1 6 : Excavation for foundation in trenches in ordinary soil, sand, clay, soft murrum<br />
upto 2M depth, including strutting, shoring wherever necessary and refilling the sides of<br />
trenches and throwing away the extra stuff, within the lead of 300Mtrs. radius, dressing etc.<br />
complete as directed.<br />
The contractor will, at his own expense, clear the Site, set out all works and provide all<br />
necessary labour, pegs, string etc. to enable Engineer to check all setting out and contractor will<br />
correct all error.<br />
Foundation trenches must be checked by the Executive Engineer or by the authorized<br />
representative before any concrete is placed. The bottom of foundation trenches must be<br />
accurately excavated as shown in the drawing and leveled thoroughly; if dry, shall be watered and<br />
consolidated before concrete work is started; if water is meeting with, the contractor will have to<br />
dewater the foundation and provide necessary shoring and shuttering, for which nothing extra will<br />
be paid. If differences of levels have to be provided, it shall be done by means of vertical steps<br />
unless otherwise directed by the Engineer-in charge.<br />
The excavation for foundation shall be excavated to the depths shown on the drawing or to<br />
suit ground or less depth, as the character of the ground, necessitates ensuring stable and solid<br />
foundation and will be as directed by the Engineer-in-charge. For extra depth of foundation so<br />
excavated, no higher rates will be paid.<br />
The contractor is held responsible that the foundations are excavated as nearly as possible to<br />
the correct width and depth as directed by the Engineer-in-charge. If any excess excavation is<br />
done owing to mistake on the part of the contractor or his staff, the extra excavation will not be<br />
paid for, and this extra excavation will have to be filled up with cement concrete as specified for<br />
foundation, at this cost. Under no circumstances the extra depth excavated will be allowed to be<br />
filled up, with any other material.<br />
All excavated stuff, if approved, will have to be filled up in the side trenches of the foundation<br />
and plinth, in layers, by breaking clods and watering, after the foundation and plinth masonry is<br />
checked and approved by the Engineer-in-charge. <strong>No</strong> payment will be separately made for filling<br />
these side trenches, which shall be filled in 200 mm layers, duly watered and rammed properly to<br />
get designed density.<br />
The surplus earth will have to be spread, to make up the adjacent ground (if necessary) or<br />
otherwise shall be removed from the site and disposed off, as directed by the Engineer-in-charge,<br />
within a lead of 300 meters. <strong>No</strong> extra payment will be making for doing this work.<br />
The excavated stuff shall be stacked at the place, shown by the Engineer-in-charge or his<br />
authorized agent, so that no surcharge is created on the excavated trench edge and sliding may<br />
not make place. In case the stuff is found not usable the same shall be stacked separately away,<br />
so that it may not get mixed with the selected material for backfilling.<br />
Safety code for excavation I.S.3764 shall be followed.<br />
If excavation is done during rainy season, Contractor shall make pali of earth around<br />
excavated area, to see that the excavated pit is not filled up with water. Contractor may make<br />
allowance in the rate, if he thinks that sides slopes will be required keeping in mind nature of the<br />
soil and safety of excavation.<br />
Page 45 of 78
The rate quoted shall be inclusive of all labour, materials, tools, tackles, machinery etc. for all<br />
operation mentioned above. Payment shall be made for excavated net quantity as per plan, plus<br />
permissible side slope wherever necessary as per I.S.<br />
Item <strong>No</strong>. 17: Providing B.B masonry in foundation and up to plinth level in c.m. (1 : 6)<br />
including racking out joints up to 12mm depth, required scaffolding, curing etc. complete<br />
as directed.<br />
Only standard size bricks duly approved and conforming to I.S. 1077, latest edition or approved<br />
locally available size as per British system, till Govt. has allowed use of the same. In case quality<br />
of local brick is not found suitable, contractor will have to procure the approved quality of bricks<br />
from other places without any extra charge or compensation. As far as possible bricks of different<br />
size shall not be used in same work, however, in exceptional case Engineer-in-charge may permit<br />
same considering suitability.<br />
Bricks shall have uniform surface, straight edges, giving ringing sound, properly uniformly burnt. If<br />
desired crushing strength, absorption test etc. shall have to be arranged by contractor without any<br />
extra cost. Sample of brick shall be got approved before collecting bricks on site and bricks<br />
collected on site shall confirm to approved sample.<br />
Cement mortar shall be as specified in the item. Mortar used for the work shall be stiff as per I.S.<br />
2250.<br />
Before brick laying is started, brick shall be wetted to saturation point, by immersion or watering.<br />
Brickwork shall be carried out in approved bond, generally English Bond.<br />
Brickwork shall be carried out in line and level. Each brick laid on mortar bedding shall be pressed<br />
properly so that it spreads all-round. Joints between bricks shall be not more than 10mm and not<br />
less than 5mm. Joints shall be properly filled with trowel edge. Brickbats or half brick shall not be<br />
used, except at corner or where absolutely necessary and permitted.<br />
Each layer of brick shall be in line and plumb. Checking shall be done for verticality of the work.<br />
Vertical joint shall be perfectly vertical and horizontal joints shall be perfectly horizontal. Brick<br />
works shall be raised in uniform height and no height shall be more than 1.2 meter than other.<br />
When joint is to be left for further work, it shall be step joint. Work shall be carried out as per I.S.<br />
Code for brick laying.<br />
Mortar that can be utilized within initial setting time of the cement, shall be mixed with water.<br />
Mortar shall be prepared on pucca platform or on steel plates platform. Mortar shall be uniformly<br />
mixed dry and then required quantity of water shall be added. If work demands, mixing of mortar<br />
in machine, same shall have to be arranged without any extra cost.<br />
All joints vertical and horizontal shall be properly racked out to a depth of 12 mm when mortar is<br />
green and soft. The exposed faces of walls are to be provided with flush joint. Brickwork shall be<br />
cured with water for a period of 10 days, keeping constantly moist. During rainy season green<br />
work shall have to be protected from rain, by covering it with suitable covering.<br />
Work shall be measured in volume. Any opening more than 0.5 sq.m. area shall be deducted. <strong>No</strong><br />
payment shall be made for keeping in masonry, any pipe, sleeves, etc. supplied by department.<br />
Thickness of brick shall be paid as per standard practice half brick, full brick, 1 ½ bricks etc. as<br />
shown on drawings.<br />
Item <strong>No</strong>. 18 Providing B. B. Masonry in C.M. (1:6) for super structure, including racking out<br />
joints 12 mm depth, scaffolding curing etc. complete as directed.<br />
Specifications of items <strong>No</strong>.1 shall be applicable. Racking out of joints shall be done when<br />
masonry is green and mortar is wet.<br />
Scaffolding for working, shall be fixed properly. Proper size of bullies, bamboos shall be used for<br />
wooden scaffolding. They shall be properly supported in wall, on ground and tied with string.<br />
Scaffolding shall be with arrangement to take load of materials and men working I.S. 3696 shall<br />
be followed for safety of scaffolds and ladders. Contractor shall make arrangement for proper<br />
approach with ladders etc. for inspection of work.<br />
In case of structure with G.F. only, rate shall be applicable for parapet on terrace.<br />
Page 46 of 78
Item <strong>No</strong>. 19 Providing 112 mm thick B.B. Masonry partition wall in cm. (1:4) including<br />
racking out joints up to 12 mm depth, scaffolding, curing etc. complete (for all floors) as<br />
directed by E.I.C. with 6 mm dia bars 2 nos. at every fourth layer. Steel to be brought by the<br />
contractor.<br />
Item <strong>No</strong>. 11 Same as Item <strong>No</strong>. 12 but with 6 mm bar 2 <strong>No</strong>s. at every fourth layer.<br />
The specification of Item <strong>No</strong>. 10 shall be applicable for quality of bricks, mortar and<br />
workmanship. Brick work shall be in complete line and level and full bricks shall be used for work.<br />
Payment shall be made for actual sq. meter of wall constructed.<br />
Section : D : CONCRETE<br />
GENERAL:<br />
I PROPORTION:<br />
The Proportion of fine, coarse aggregates and cement shall be as specified in item of tender<br />
where nominal mix is to be used. Proportion of martial shall be carried out such that the proportion<br />
of materials is readily verifiable. Material must be measured in boxes of steel or wooden,<br />
approved by EIC. Box to be used for which aggregate, its size etc. shall be clearly marked on box.<br />
<strong>No</strong> ramming of boxes will be permitted. Slight variation in proportion for technical requirement will<br />
have to be carried out without any extra cost. Boxes shall be filled in presence of authorized agent<br />
of <strong>Board</strong> and work shall be carried out during working hours fixed by <strong>Board</strong> or approved by<br />
Engineer-in-charge.<br />
Where strength of concrete is specified instead of nominal mix, contractor will have design mix<br />
for the specified strength as provided in IS code for design mix. Proportion shall be used on<br />
weight of ingredients of concrete using specified size of the coarse aggregate in item. If ordered,<br />
contractor will have to get economical design from <strong>Gujarat</strong> Engineering Research Institute or<br />
other approved institution.<br />
Where permitted, in case of small works, proportional of weight basis can be converted to<br />
volumetric for use at site with maintaining same quality of aggregates as used in designing the<br />
mix. Design mix shall be got approved and minimum cement if specified shall have to be used.<br />
Any charge in source of aggregate will require redesigning of the concrete mix.<br />
The engineer shall have right to inspect the source of materials used and contractor will have<br />
to arrange for testing of material, if ordered, without any extra cost.<br />
II MATERIALS:<br />
Coarse aggregate & fine aggregate i.e. black Trap metal, Grit, sand etc. shall confirm to IS<br />
353 for aggregate form natural source. Aggregates shall be strong, hard, durable, free from<br />
foreign materials and adherence. If found necessary, contractor shall have to arrange testing of<br />
aggregate according to IS 2386 & IS 576.<br />
Coarse aggregate shall be of specified size in the item viz 40 mm, 20 mm, 10 mm etc. Where<br />
gradation is to be done in mix design, it shall be properly graded. Coarse aggregates shall be free<br />
from mica, shale etc. The pieces shall be angular in shape having granular or crystalline surface,<br />
triangular, flaky & laminated should not be used. If ordered by Engineer-in-charge, aggregates<br />
shall have to be screened or washed. Samples of coarse aggregates to be used shall be got<br />
approved and source of approved quality material shall not be changed without prior approval.<br />
Sand shall be clean river sand of quality approved as per IS confirming to gradation zones.<br />
Sand shall have fineness modulus of not less than 2.2 or more than 3.2.<br />
When sufficient quantity of aggregates are to be collected. they shall be stacked separately in<br />
piles to avoid inter mixing. Mixing or earth, organic materials and other foreign materials shall be<br />
avoided. Rakers shall be used for lifting of coarse aggregates. Coarse aggregate having specific<br />
gravity of less then 2.6 shall not be used.<br />
Cement shall be ordinary Portland cement unless otherwise specifically specified. One bag of<br />
cement is considered 50 kg. of cement. If cement is to be procured by contractor from outside,<br />
Page 47 of 78
certified report that cement confirms to the provision of I.S. shall be furnished if demanded. If<br />
necessary, testing will have to be carried out, in approved laboratory without any extra cost. For<br />
compressive strength and initial setting time test as per I.S.456.<br />
Water to be used for mixing and curing shall be potable water free injurious and deleterious<br />
materials confirming to IS 3025, proper storing facility at site shall be provided by contractor and<br />
see that water do not get contaminated – The suitability of water for making concrete shall be<br />
ascertained. Water shall confirm to the test as given in I.S.3025.<br />
(III) MIXING:<br />
Ingredients i.e. cement, sand and coarse aggregates shall be measured by weigh batcher or<br />
volumetric boxes as specified or approved. Boxes for each component shall be prepared for such<br />
quantity that will be required for one bag of cement.<br />
All ingredients shall be mixed in mechanical mixer. Ingredients shall be first mixed dry for 1<br />
minute and than required quantity of water is added as per design and mixed for minimum 1 ½<br />
minutes till concrete is uniform. Entire concrete in the mixing drum shall be discharged in pre<br />
operation before raw materials for second batch is feed into the drum.<br />
Concrete which can be laid before initial setting time of cement shall be prepared. Party set or<br />
tempered concrete shall not be used. Mixer machine, weigh batcher etc. shall be cleared after<br />
completion of work. Mechanical mixture shall comply to I.S.1791.<br />
For checking consistency and workability of concrete, slump test shall be carried out as per IS<br />
1199 if desired by Engineer-in-charge.<br />
(IV) LAYING:<br />
Before laying of concrete, shuttering and reinforcement shall be got checked. Where inserts<br />
are to be provided, they shall be fixed properly at places shown. Concrete shall be laid on cleaned<br />
surface. Concrete shall be laid such that ingredients do not get separated and on segregation of<br />
concrete is caused. Concrete shall be consolidated properly with vibrators or other approved<br />
method according to the requirement of jobs. Joints in concrete shall be left as shown or as<br />
directed by Engineer-in-charge. Where concrete is to be place from height, necessary chute shall<br />
be provided.<br />
(V) CURING:<br />
Concrete work shall be cured for minimum period of 15 days. Horizontal surface shall be<br />
cured by ponding and vertical surface shall be kept wet by tying gunny cloth or gunny bags and<br />
keeping them wet by spraying or sprinkling water. Where structure is at higher level contractor<br />
shall arrange for pumping arrangement for water. Water tight sump may be prepared on site or<br />
storing of water for curing and other uses.<br />
Curing is important for gaining strength of cement structure. Hence full proof arrangement is<br />
required to be made. If curing is found sufficient, the same shall be arranged by department as<br />
risk and cost of contractor and charges as per rules shall be recovered from contractor’s bills.<br />
(IV) FINISHING<br />
Concrete work where specified in item as exposed surface shall be plastered 12mm thick in<br />
CM 1:3 as per specifications of plastering item. Any finishing required to make surface in level of<br />
flush to adjoining surface shall be made by contractor with mortar specified portion of concrete.<br />
Cement required to plastering of finishing shall be drawn separately. In plastering of slab bottom,<br />
chhajas etc. wherever patta, groove, bend etc. are shown same shall be executed in this item<br />
without any extra cost. Where slopes is to be given for drainage and is not provided properly will<br />
have to be done without any extra cost. Edges of beam, pillars, etc. where chamfering is shown or<br />
instructed shall be done without extra cost.<br />
If concrete surface is found honey combed and same is rejected by Executive Engineer, it<br />
shall have to be dismantled and recasted by contractor without any extra cost at his risk and cost.<br />
(VII) SHUTTERING:<br />
The form work shall be rigid, sufficiently strong and well anchored to bear the load which it has<br />
to take without any distortion. It shall be backed sufficient so as not to budge of twist. Form work<br />
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shall be of steel plates or plywood. Where exposed surface is desired, plywood shuttering will<br />
have to be provided. All surface coming in contact with concrete shall be applied with shuttering<br />
oil after cleaning properly. Props supporting from work shall rest on pucca platform. Adjustment of<br />
height shall be done with wooden wedges. Spacing of props shall be as instructed by Engineer-incharge<br />
of work.<br />
Form work shall be got checked form the Executive Engineer or his authorized agent and on<br />
clearance only, further work should be done. Necessary opening, in form work, for providing<br />
hooks, kada or other inserts will have to be made by contractor, as instructed, without any extra<br />
cost.<br />
Removal of from work shall be carried out slowly and at the specified period as under. In case<br />
it is ordered to contractor to keep for more period, considering quality of cement or other factors,<br />
same will have to be done by contractor. Minimum period of deshuttering shall be as under.<br />
1. Vertical surface 24 hours.<br />
2. Slab upto 4.5M span 8 days<br />
More than 4.5M span 14 days<br />
3. Beam soffits (bottom) 20 days<br />
Removal of shuttering shall be done only on getting clearance from Ex. Engr. in change of<br />
work.<br />
Various IS. Specifications for scaffolding materials and code of practice shall be followed.<br />
(VIII) MEASUREMENT & PAYMENTS:<br />
Unless otherwise specified separately, item of concrete work shall be inclusive of shuttering<br />
work required for the same with scaffolding, ladders etc., <strong>No</strong> separate payment should be made<br />
for keeping holes, pockets, keeping inserts in position etc.<br />
Payment of concrete work shall be made on basis of lowest rate quoted for the items, no<br />
deduction will be made for reinforcements, opening of less than 1/20 Sq.M.in area where<br />
measurement is in sq.m. 1/150 cu.m. where concrete is to measured in CU. M.<br />
Rate quoted for the item shall be inclusive of all materials, ingredients, labour, mixer & other<br />
machinery, shuttering, scaffolding, laying in position and fixing of all inserts curing other<br />
requirements for the complete execution of item.<br />
ITEM NO. 20 : Providing and laying c.c. (1:4:8) for foundation and plinth with brickbat or<br />
gravel or picked up metal or hand broken stone, of size 40 to 60 mm as coarse aggregate,<br />
including mixing, watering, ramming, consolidation etc., complete as directed.<br />
General specification for concrete work shall be applicable. Coarse aggregate to be used shall<br />
be approved quality of well-burnt brickbats, gravel or metal. Proportion of ingredients shall 1:4:8<br />
i.e. one part of cement 4 parts of sand & 8 parts of coarse aggregate.<br />
Coarse and fine aggregate shall be clean, free from foreign materials. Brickbats shall be from<br />
well-burnt bricks. <strong>No</strong> debris or used bricks with mortar shall be allowed as brickbats. Aggregates<br />
shall be well graded of size specified. Where thickness of concrete is mote than 150 mm it shall<br />
be laid in 2 layers. Each layer to be consolidated with rammers properly. Second layer shall be<br />
laid only after first layer is completed and cleared for laying second layer.<br />
Before placing concrete for base in trenches or below column footing etc., area shall be<br />
cleared of all injurious and foreign materials, bottom shall be moisten with water so as not to<br />
absorb water of concrete.<br />
After laying of concrete, it shall be checked for top level to be provided and for correct<br />
thickness.<br />
Curing shall be done for minimum period of 8 days. If sufficient arrangements of curing is not<br />
found satisfactory, <strong>Board</strong> may arrange for curing work at the cost of contractor.<br />
Payment shall be made for cu. mtrs. of concrete laid as per details given in drawing or as<br />
directed as site.<br />
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ITEM NO. 21: Providing & laying C.C. (1: 2 : 4 )/M-15 or C.C. using 12mm to 20mm size<br />
black trap machine crushed metal for all types of RCC structure like coping, lintels, slabs,<br />
RCC parapet, Paradi, staircase, steps, landing slab, chhajas, shelves, footing, columns,<br />
beams etc. including mixture machine, necessary shuttering, ramming watering and<br />
finishing honey combed surface if any, scaffolding etc. completed for all floors.<br />
The general specification of cement concrete shall be applicable. Item provides for all kinds of<br />
RCC work for building, for building, for all floors i.e. all elevations as per drawings, item includes<br />
shuttering work also.<br />
Honey combed surface, if any, shall be finished with C.M. 1:2, However if it is felt by Engineerin-charge<br />
that Honey combing is more and structure is required to be recast it shall be done by<br />
contractor with dismantling of original concrete. <strong>No</strong>thing extra shall be payable for dismantling as<br />
well as recasting work.<br />
Whenever surface if bulged or not found in line & level, contractor will have chip out, finish and<br />
bring in line & level without any extra c<br />
ITEM NO. 22 : Providing and laying c.c. (1:3:6) for foundation and plinth with brickbat or<br />
gravel or picked up metal or hand broken stone, of size 20mm to 25 mm as coarse<br />
aggregate, including mixing, watering, ramming, consolidation etc., complete as directed.<br />
General specification for concrete work shall be applicable. Coarse aggregate to be used shall<br />
be approved quality of well-burnt brickbats, gravel or metal. Proportion of ingredients shall 1:4:8<br />
i.e. one part of cement 4 parts of sand & 8 parts of coarse aggregate.<br />
Coarse and fine aggregate shall be clean, free from foreign materials. Brickbats shall be from<br />
well-burnt bricks. <strong>No</strong> debris or used bricks with mortar shall be allowed as brickbats. Aggregates<br />
shall be well graded of size specified. Where thickness of concrete is mote than 150 mm it shall<br />
be laid in 2 layers. Each layer to be consolidated with rammers properly. Second layer shall be<br />
laid only after first layer is completed and cleared for laying second layer.<br />
Before placing concrete for base in trenches or below column footing etc., area shall be<br />
cleared of all injurious and foreign materials, bottom shall be moisten with water so as not to<br />
absorb water of concrete.<br />
After laying of concrete, it shall be checked for top level to be provided and for correct<br />
thickness.<br />
Curing shall be done for minimum period of 8 days. If sufficient arrangements of curing is not<br />
found satisfactory, <strong>Board</strong> may arrange for curing work at the cost of contractor.<br />
Payment shall be made for cu. mtrs. of concrete laid as per details given in drawing or as<br />
directed as site.<br />
ITEM NO. 23 :Providing & laying M.S. reinforcement in position including cutting, bending,<br />
hooking &binding the reinforcement with approved quality of binding wire etc. completed as per<br />
design(Providing chairs &supports etc. will be paid for under the item)<br />
(A) Plain bars:<br />
Plain bars to be used shall confirm to grade Fe-415 to IS 1786. The specification specified above<br />
shall be applicable. Rerolled bars shall not be used. Wherever specified in drawing or where<br />
instructed plain bars shall be used.<br />
(B) Tor steel:<br />
The general specifications as specified above shall be applicable. Bars shall confirm to grade Fe-<br />
415 and IS 1786.<br />
Item <strong>No</strong>. 24. Providing and placing 40 mm thick and 300 mm to 450 mm wide PSC/RCC cover<br />
(for clear span upto 1.2 meters) in proportion (1:1.5:3) or M. 200 with necessary reinforcement<br />
or 10 mm , 4 <strong>No</strong>s. of bars and 6 mm distribution bars at 150 mm c/c as per drawing and<br />
design including finishing the all surfaces with cement plaster, curing by placing in water<br />
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pond for seven to ten days, necessary M.S. Bar lifting arrangement etc. completed as per<br />
drawing or as directed.<br />
For concrete work general specifications of concrete and for reinforcement specification for<br />
reinforcement as per item <strong>No</strong>. 19 shall be applicable. Thickness of the cover to be prepard shall be 50<br />
mm. Covers shall be prepared on pucca plateform prepared for this work with smooth surface. Crude<br />
oil or shuttering oil shall be applied on surface before casting of covers. Side shuttering shall be with<br />
bolting arrangement to keep edges straight. Top surface and side shall be finished smooth.<br />
Hooks for lifting shall be provided at places shown and of approved design. Curing of the<br />
covers shall be done for 10 days. For this marking of, date of, casting shall be made on cover. Rate<br />
quoted shall be inclusive of fixing of cover on trenches on site.<br />
Payment will be made on sq. metre basis. Rate quoted shall be for all materials, labour, tool,<br />
plants, etc. required for job.<br />
Section: E: PLASTERING<br />
Item <strong>No</strong>. 25 : Providing 12mm to 15mm thick cement plaster in c.m. (1:3) including finishing<br />
the surface smooth cement near finishing, necessary drip molding, scaffolding, curing etc,<br />
complete with 3 coats of white or color wash as directed (for all floors).<br />
Cement to be used for this work shall be confirm to I.S. 269 or I. S. 1489 as the case may be.<br />
Water shall be potable water free from impurities. Sand shall confirm to IS. 1542. Sand shall be<br />
free from dust, clay, fine silt, organic impurities etc.<br />
Before plastering work is started joints of brickwork, if not racked during masonary work shall<br />
be racked out 20mm deep. Racking of joint shall be done such that masonary work is not<br />
damaged. Where plastering is to be done on old plastered surface or concrete surface it shall be<br />
roughened to provide sufficient bonding for plaster. Surface to be plastered shall be thoroughly<br />
wetted for 6 hours before plastering work is commenced. Plastering work shall be carried out only<br />
after surface to be plastered is examined and Okayed by the Engineer.<br />
Cement and sand shall be mixed dry in proportion specified in item. Water shall be added<br />
after uniform dry mix is prepared, just enough to form workable paste. Patches of plaster of<br />
100mm x 100mm should be prepared at 3 meters apart horizontally and vertically to correct plane<br />
and to specified thickness. In case of ceiling, plastering shall be truly horizontal.<br />
Plastering shall be done in single coat or two coasts as per item and according to thickness<br />
specified. Mortar shall be dashed with surface with trowel and then worked with wooden straight<br />
edge or aluminum straight edge box section. Surface shall be finished smooth to the satisfaction<br />
of Engineer. Lime neeru or cement neeru as specified in item shall be applied and finished<br />
smooth by working with trowel.<br />
Portion in which dado or skirting is to be provided shall be marked and left un plastered. At<br />
junction of ceiling and wall, wall shall be plastered about @ 300mm ht. with ceiling and further<br />
portion shall be plastered with wall plastering.<br />
Plastered surface should be cured for minimum period of 7 days. Marking shall be done on<br />
wall indicating the date of plastering, to observe, curing is done for required period. Plastering<br />
work done shall be checked from department’s authorized agent regularly at the end of day’s work<br />
and any rectification to be carried out, shall be attended immediately.<br />
Plastering shall be measured for actual area plastered in square meter and paid accordingly.<br />
Doors, windows, ventilators, opening etc. shall be deducted. Rate quoted shall be inclusive of<br />
plastering any type of surface, finishing corner, angles, providing, groove, drip molding in chhajas<br />
etc. necessary scaffolding for plastering with all materials, labour, tools etc. complete with 3<br />
coasts of white or color wash.<br />
Wash shall be prepared form fresh lime slacked on the spot. Lime shall be stirred till it attains,<br />
consistency of thin cream. It shall be screened with cloth. Gum or additive like fevicol, for<br />
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plastering shall be added in proportion as instructed at site or as per manufacture’s specifications.<br />
Little indigo shall be added to get proper whiteness. In no circumstances, salt shall be added as<br />
gumming material.<br />
White washing shall be applied in 3 coats. Each coat shall be applied and allowed to dry and<br />
before applying second coat approval of Engineer shall be obtained. In case of color wash<br />
approved quality coloring tube or matter shall be added to get required color. Before applying<br />
white or color wash surface shall be properly cleaned.<br />
Where painting is to be done with distemper same shall be applied as per manufacture’s<br />
instructions and as per details given in Section F.<br />
Item <strong>No</strong>. 26: Providing 12mm to15mm thick sand faced cement plaster in single coats, in<br />
c.m. (1: 3) finishing with sand faced machine or sponge including making grooves in<br />
plaster, curing scaffolding etc., complete as directed.<br />
Specification of item <strong>No</strong>. 1 shall be applicable. Sand faced plaster shall be done in single<br />
coats. of 12mm shall be applied in c.m. (1:3) of plaster shall be with selected coarse sand. and<br />
brought to plane surface water shall be absorbed by special sponge piece so that sand particles<br />
are observed on the surface. Sample piece shall be prepared first and got approved and whole<br />
work shall be carried out accordingly.<br />
Final coat of lime or cement neeru finish is not to be provided in this item. Surface shall be<br />
cured for minimum 10 days after coat is applied. Wherever shown in drawing or directed<br />
necessary groove, drip molding etc., shall be provided. Rate quoted shall be inclusive of<br />
materials, labour, tools, plant and scaffolding in execution of item for all floors.<br />
Item <strong>No</strong>. 27 : Providing 75mm quarter round water proofing cement vata in c.m. (1 : 2) at<br />
junction of walls and slab in parapets, weather sheds, cantilever, including finishing the<br />
top with smooth cement finishing using water proofing compound, curing etc. complete<br />
directed.<br />
Cement and sand to be used for this work shall be as per standards specified in item of<br />
concrete and plastering work. Cement and sand mortar shall be in proportion of one part of<br />
cement and two pars of sand. Water proofing compound approved by competent authority shall<br />
be added as per the details supplied by manufacturer. All ingredients shall be mixed dry to from<br />
uniform mixing.<br />
Surface where vata is to be provided shall be roughened so as to give proper bond with<br />
mortar. Surface shall be cleaned and watered before work is started.<br />
Water shall be added to dry mix in the required quantity to form workable paste. Cement water<br />
slurry shall be applied to the surface before mortar for vata is applied.<br />
Vata shall be finished smooth in shape. A sample of vata shall be prepared and got approved.<br />
Work shall be cured for minimum 10 days. After curing period is over, 3 coats of white or color<br />
wash shall be provided to the vata as instructed by Engineer.<br />
Payment shall be made on actual running meters of vata provided based on unit rate quoted<br />
which shall be for all heights as per drawing.<br />
Item <strong>No</strong>. 28 :- Removing the existing damaged plaster 150 m.m. wide onboth side s of cracks and<br />
filling the cracks with cement mortar in 1:1, fixing the 18 gauge wire mess jail having width 200 to<br />
300 m.m. with nails and finishing the surface with cement plaster I C.M. (1:3) in such a way , that<br />
the surface is leveled with the existing surface, The item includes providing % fixing 18 gauge<br />
wire mess jail by means of nails, & finishing & including scaffolding etc. completed as directed by<br />
E.I.C.<br />
The specification shall be adhered to the description of the item, & as directed by E.I.C.<br />
Item <strong>No</strong>. 29:-Scraping the white wash from wall surface, ceiling, etc. with sand paper, including<br />
cleaning the scales & floor, scaffolding etc. completed as directed by E.I.C.<br />
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Existing white or coloured surface is to be scrapped before application of other<br />
distemper of paint. Surface shall be cleaned with sand paper , and white wash shall be completely<br />
removed, care shall be taken to see that, scratches are not observed on surface, & not any<br />
damaged is done. After all white wash is removed or at end. Of days work floor be cleaned with<br />
water. Necessary scaffolding shall be provided by the contractor.<br />
Payment shall be made for actual sq. Meters of area scrapped, and white or colour<br />
wash is removed completely, as instructed by E.I.C. Rate quoted shall includes cleaning walls.<br />
ceilings. floor etc.<br />
Item <strong>No</strong>.3o:-Scraping the white wash from wall surface, ceiling, etc. with sand paper including<br />
cleaning the scales floor scaffolding etc. complete as directed by E.I.C.-but oil painting on Iron<br />
works. with emery paper.<br />
For removal of paited Iron work like, grill work, truss, columns and other structures.<br />
Scrapping shall be done by using emery paper. Care shall be taken, So that, no damage is done<br />
to surface. Surface of structure shall be completely cleaned by removal of paint applied.<br />
Specification of item <strong>No</strong>. 29 for cleaning shall be applicable. Payment shall be made for Sq. meter<br />
of area scrapped , and cleaned as instructed.<br />
Item <strong>No</strong>.31:- Scraping the white wash from wall surface, ceiling, etc. with sand paper including<br />
cleaning the scales floor scaffolding etc. complete as directed by E.I.C.-but oil painting on wood<br />
works with sand paper.<br />
The specification of item <strong>No</strong>.30 shall be followed. Paint on wood work shall be<br />
removed by using sand paper. For payment, it shall be paid I Sq. meter. For door, window,<br />
vetlator etc. 2 times measurement of one side shall be paid for fully paneled window, door, and<br />
ventilator, and partly glazed and partly paneled, 1&1/2 times of one side, and for fully glazed, one<br />
side. This will include all frame etc. complete.<br />
Item <strong>No</strong>.32:- Scraping the white wash from wall surface, ceiling, etc. with sand paper including<br />
cleaning the scales floor scaffolding etc. complete as directed by E.I.C.-but For Distemper/Plastic<br />
paint, with sand paper.<br />
The specification of item <strong>No</strong>. 29 shall be followed.<br />
Item <strong>No</strong>.33:-Providing & applying 2 coats of white or colour wash, including necessary<br />
Scaffolding etc complete as directed by E.I.C.<br />
Where new surface to be painted, it shall be cleaned properly. All dust, loose<br />
Material on surface shall be removed. All depressions, etc. on surface, holes etc. shall be filled<br />
And leveled, in case of old surface, to be painted. If scrapping of old white wash/painting is<br />
included, the same shall be done as provide in scrapping item.<br />
The wash shall be prepared from fresh lime slacked on spot. 5 liters of water is to<br />
Be added to 1 kg of slacked lime. The slacked lime shall be stirred up till it attains consistency of thin<br />
cream. When properly mixed, it shall be stained through cloth. Gum 40 gm. In 10 liters. Water, or<br />
fevicol as per manufacturer’s instructions. Shall be added in the wash to have stickiness. White wash<br />
shall be applied 2 or 3 cats as per item. Indigo at 2 gm. Per kg. of lime shall be added in the wash to<br />
get bright whiteness. Sufficient quantity shall be prepared in one batch so that on application, is not<br />
observed due to various batch.<br />
The coat shall be laid vertical and horizontal alternatively. Second coat shall be applied only<br />
after previous coat has dried, and approved by E.I.C. Surface to be washed shall be got approved<br />
before commencing work, and as per completion of work. If surface not found non uniform and in<br />
patch, whole surface will have to be given additional coat without any extra cost, to give uniform wash<br />
application.<br />
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Rate quoted shall be for material, labour, scaffolding, cleaning of surface, before starting<br />
work,and cleaning floor, door, window, etc. after completion of work. If surface found powedery, work<br />
shall be rejected.<br />
Measurement shall be taken as per I.S.1200 (part-13) 1987 (forth revision) and deduction<br />
for the opening shall be made as follows as case may be.<br />
1) Dedctions:<br />
For jambs, soffits, sills, etc. for opening not exceeding 0.5 S.mt. each in area, for ends of<br />
joints, beams, posts, girders, steps, etc. NOT EXCEEDING 0.5 S.Mtr in each area,ad for<br />
openings, exceeding 0.55 S.Mtr, and not exceeding 3 S.Mtr. each in area. Deductions and<br />
additions shall be made in the following manner.<br />
a) <strong>No</strong> deduction shall be made for ends of joints, beams, posts etc. and opening not exceeding<br />
0.5 S.Mtr. each and no addition shall be made for reveals, jambs, soffits, sill of the opening nor for<br />
finish around ends of joints. Beams, posts, etc.<br />
b) Deduction for openings exceeding 0.5 S.Mtr. but not exceeding 3 S.Mtr. each shall be made as<br />
follow<br />
1) When bth faces of wall are provided with the same finish. Deduction shall be made for one face<br />
only.<br />
2) When each face of wall is provided with a different finish, deduction shall be made for that side, on<br />
which width of reveal is less than that of the other side, but no deduction shall be made on the other<br />
side, where width of reveal on both faces of wall are equal, deduction 0f 50 percent of area of<br />
opening<br />
On each face shall be made from area of finish.<br />
3) When only one face is treated and other face is not treated, full deduction shall be made, if width<br />
of reveal on the treated side is less than that on the untreated side. Neither deduction for the<br />
opening, nor addition for reveal, jambs, soffits, sill, etc. shall be made.<br />
4) When width of door frame is equal to thickness of wall or is projecting beyond the thickness of<br />
wall, full deduction for opening shall be made from each face of wall.<br />
5) When the reveal is is only one side, full deduction for the face having no reveal shall be made,<br />
and for the face having reveal, deduction of 50 percent of the opening shall be made.<br />
2) In case of opening of areas above 3 S.Mtr. each, deduction shall be made for openings, but<br />
jambs,soffits, and reveals shall be measured.<br />
3) no deduction shall be made for attachments, such as casings, conduits,pipes, Electric wiring, and<br />
the like.<br />
4) Corrugated surface shall be measured flat as fixed and not girthed. Quantities so measured shall<br />
be increased by the following percentages, and the resultant shall be included in general areas.<br />
a) Corrugated sheet 14 percent<br />
b) Corrgated asbestos cement sheet 20 percent<br />
c) Semi-corrugated asbestos cement sheet 10 percent<br />
d) Nainital pattern roofs (plain sheeting with rolls) 10 percent<br />
e) Nainttal pattern roofs with corrugated sheets 25 percent<br />
Item <strong>No</strong>.34:- Providing & applying 3 coats of oil bound distemper of approved shade and<br />
made including scaffolding touching with putty, smoothening the surface etc. complete. As<br />
directed by E.I.C.<br />
Distemper of approved brand and manufacturer be used. The shade to be applied shall be got<br />
approved from Engineer before application. The surface to be distempered shall be cleaned as<br />
described in specifications of <strong>No</strong>. 5. Uneven surface or holes etc., in surface, shall be made to<br />
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correct plane by filling holes and putty application. Distemper shall be added to quantity, of water<br />
as specified by manufacturer. It shall be mixed uniformly and stirred, before & during use, to<br />
maintain even consistency. Quantity that can be used in a day shall be prepared.<br />
If primary coat of whiting is specified, it shall be applied before application of distemper. The<br />
surface shall be applied with painting brush horizontal first and then vertically. This will constitute<br />
one coat. Subsequent coat shall be applied only after previous coat has dried and approved by<br />
Engineer. Numbers of coats as specified in item shall be applied. The finished surfaced shall be<br />
even and uniform and shall show no brush marks. Enough quantity of distemper shall be prepared<br />
to complete one room at a time. Application of distemper in a room shall be completed in same<br />
day.<br />
After completion of work, floor, doors, windows, cup boards etc. shall be cleaned and stains<br />
on them shall be removed.<br />
Payment shall be made on actual area painted with distemper on basis of rate quoted which<br />
shall be inclusive of all material, labour, scaffolding, additives if any.<br />
Item <strong>No</strong>. 35 :- Providing and applying 2 coats of Acid/Alkali resisting paint of approved<br />
shade and make to wall, ceiling, including filling putty, smoothening the surface<br />
scaffolding etc., complete, as directed by E.I.C.<br />
Acid/Alkali resisting painting of approved brand and tint be got approved before, collecting.<br />
Surface shall be cleaned as described in item of distempering. One coat of primer shall be applied<br />
to the surface, after same is made even with putty application. Primer shall be of same<br />
manufacture and suitable for Acid. Alkali resisting paint.<br />
Acid & Alkali resisting paint shall be applied in 2 to 3 coats as per item, with either brush or<br />
with spray painting. Uniform painting on surface shall be done & got approved. manufacturers<br />
instructions regarding use of paint be followed.<br />
1. MEASUREMENT OF PAINTING (IS 1200(Part. 15) - 1987) :<br />
Painting, except where otherwise stated, shall be measured in square meters.<br />
1.1 <strong>No</strong> deduction shall be made for opening not exceeding 0.5m2 each, and no addition shall be<br />
made for painting to beading, molding, edges, jambs, soffit, sills etc, of such openings.<br />
2. In case of fabricated structural steel and iron work, priming coat of paint shall be included with<br />
fabrication. Subsequent coats of paint shall be measured separately on the basis of weight of<br />
steel work and iron work or in square meters. The weight/area of steel, sheet plate and strip,<br />
rolled steel sections, steel rods and steel strips forged steel, steel casting and steel tubes shall<br />
be taken from relevant Indian standards. If rivet heads, bolt heads (with or without washers),<br />
nuts (with or without washers and including projecting portion of shank) are picked out in a<br />
tine different from that of adjacent work, these shall be enumerated and measured as extra<br />
over.<br />
<strong>No</strong>te: - <strong>No</strong> addition shall be made to the weigh calculated for the purpose of measurement of<br />
steel and iron work for the paint applied either in shop or at site.<br />
3. Painting work upto 10 cm in width or in girth and not in conjunction with similar painted work<br />
shall be measured in running meters and shall include cutting to line where so required.<br />
3.1 Cutting to line, where not included in the item, shall be measured separately in running<br />
meters.<br />
4. Small articles upto 0.1 m2 of painted surface, where not in conjunction with similar painted<br />
work, shall be enumerated.<br />
Painting on different types of work shall be kept separate and surface to be painted shall be<br />
described. It shall be stated whether measurements are flat or girthed. Alternatively, different surface<br />
may be grouped into one general item, areas of uneven surfaces being converted into equivalent<br />
plain areas in accordance with Table 1.<br />
TABLE- 1 EQUIVALENT PLAIN AREAS OF UNEVEN SURFACES<br />
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(Clause 3.5)<br />
Sr.<br />
<strong>No</strong>.<br />
Description<br />
work<br />
How measured Multiplying<br />
Factor<br />
1. 2. 3. 4.<br />
i) Paneled or framed &<br />
braced or ledged &<br />
battened or ledged,<br />
battened or ledged,<br />
battened and braced<br />
joinery.<br />
measured flat (not<br />
girthed)<br />
including CHOWKAT or<br />
frame. Edges. chocks,<br />
cleats etc. shall be<br />
deemed to be included in<br />
the item.<br />
1.30 (for<br />
each side)<br />
ii) Flush joinery. Measure flat (not<br />
including<br />
CHOKAT or frame.<br />
Edges,<br />
chocks cleats, etc. shall<br />
be included in the item.<br />
1.20 (for<br />
each side)<br />
iii) Flush shutter. Measured flat over all. 1.20 (for<br />
each side)<br />
iv) Fully glazed or<br />
joinery.<br />
Measured flat (not<br />
girthed)<br />
including CHOKAT or<br />
frame, Edges, chocks,<br />
cleats etc. shall be<br />
deemed to be included in<br />
the item.<br />
0.80 (for<br />
each side)<br />
v) Partly paneled and<br />
partly glazed or<br />
gauzed joinery.<br />
vi)<br />
Fully Venetian or<br />
louvered joinery.<br />
Measured flat (not<br />
girthed) including<br />
CHOKAT or frame,<br />
Edges, chocks, cleats<br />
etc. shall be deemed to<br />
be included in the item.<br />
Measured flat (not<br />
girthed) including<br />
CHOKAT or frame.<br />
Edges, chocks, cleats<br />
etc. shall be deemed to<br />
be included in the item.<br />
vii) Weather boarding. Measured flat (not<br />
girthed) supporting<br />
frame-work shall not be<br />
measured be included in<br />
the frame.<br />
viii) Wood shingle roofing measured flat (not<br />
girthed)<br />
ix)<br />
<strong>Board</strong>ing with cover<br />
filets and match<br />
Measured flat (not<br />
girthed)<br />
1 (for each<br />
side)<br />
1.80 (for<br />
each side)<br />
1.20 (for<br />
each side)<br />
1.10 (for<br />
each side)<br />
1.05 (for<br />
each side)<br />
Page 56 of 78
oarding.<br />
x) Tile and slate<br />
battering<br />
xi)<br />
xii)<br />
xiii)<br />
Trellis (or JAFFRI)<br />
work one-way or two<br />
way.<br />
Guard bars,<br />
balustrades gates,<br />
gratings, grills<br />
expanded metal and<br />
railings.<br />
Gates and open<br />
palisade fencing<br />
including standards,<br />
braces, rails stays<br />
etc.,<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately. (sec <strong>No</strong>te. 1)<br />
xiv) Carved or enriched<br />
work<br />
Measured flat.<br />
xv) Steel roller shutters. Measured flat (size of<br />
opening) overall; jambs<br />
guides, bottom rails and<br />
locking arrangement etc.,<br />
shall be included in the<br />
item (top cover shall be<br />
measured separately)<br />
xvi)<br />
xvii)<br />
xvii)<br />
Plain sheet steel<br />
doors and windows.<br />
Fully glazed or steel<br />
doors and windows.<br />
Partly paneled and<br />
partly glazed or<br />
gauzed steel doors.<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
xix Collapsible gate. Measured flat (size of<br />
opening)<br />
0.80 (for<br />
painting all<br />
over)<br />
2 (for<br />
painting all<br />
over side)<br />
1 (for<br />
painting all<br />
over)<br />
1 (for<br />
painting all<br />
over)<br />
2 (for each<br />
side)<br />
1.10 (for<br />
each side)<br />
1.10 (for<br />
each side )<br />
0.50 (for<br />
each side)<br />
0.80 (for<br />
each side)<br />
1.50 (for<br />
painting all<br />
over )<br />
<strong>No</strong>te 1:- The height shall be taken from bottom of lowest rail, if palisades, do not go below it or<br />
from lower end of palisades if they project below lowest rail, upto top of palisades, but not upto top<br />
of standards if they are higher than palisades.<br />
<strong>No</strong>te 2:- Where doors, windows, etc., are of composite types other those included in this table<br />
different portions shall be measured separately with their appropriate coefficients, centre line of<br />
common rail being taken as the dividing line between the two portions.<br />
<strong>No</strong>te 3:- Measurement of painting of doors, windows, collapsible gates, rolling, shutters, etc, as<br />
given in this table shall be deemed to include painting, if required of all iron fittings in the same<br />
shade.<br />
Page 57 of 78
<strong>No</strong>te 4:- When two faces of a door, window, etc., are to be treated with different specified<br />
finishes, measurable under separate items, edges of frame and shutters shall be treated with one<br />
or the other type of finish and measurement thereof shall be deemed to included in the<br />
measurement of the face treated with that finish.<br />
<strong>No</strong>te 5:- In case where shutters are fixed on both faces of a frame, measurement for the door<br />
frame and shutter on one face shall be taken in the manner already described, while the<br />
additional shutter on the other faces shall be measured exclusive of the fame.<br />
<strong>No</strong>te 6:- Where shutter is provided with clearance exceeding 150 cm at top and/or at<br />
bottom, such openings shall be deducted from the overall measurement and relevant co-efficient<br />
applied.<br />
6. Corrugated sheet surfaces and Nainital pattern roof surfaces shall be included with<br />
plain surfaces after increasing their areas by the following<br />
a) Corrugated sheets. : 14 percent<br />
b) Nainital pattern roof (plain sheets with rolls) : 10 percent.<br />
c) Nainital pattern roof with corrugated sheets. : 25 percent<br />
d) Asbestos cement sheets. Corrugated : 20 percent<br />
e) Asbestos cement sheets, semi-corrugated. : 10 percent<br />
Payment shall be made for actual area in Sq. mtr. covered with paint or on weight basis as<br />
specified in item unit.<br />
Painting shall be done such that all hidden locations are not left out. Care shall be taken to<br />
see that floor, walls and other surfaces are not spoiled due to paint stains. Paints stains shall be<br />
removed an cleaned with thinner or other approved means. Special care shall be taken while<br />
painting over bolts, nuts, rivets, over laps, etc.<br />
Item <strong>No</strong>. 36:-Providing & applying 2 coats of OIL PAINT of approved shade & make to<br />
IRON WORK including cleaning the surface by coarse paper, scaffolding, etc complete as<br />
directed by E.I.C.<br />
Surface to be painted shall be cleaned of oil paint, rusting, grease, dust and other<br />
foreign adherence. Coarse & fine emery paper shall be used for cleaning surface, according to<br />
requirement of cleaning.<br />
Sample of paint shall be got approved, and paint shall be collected of same brand,<br />
manufacture and tint.<br />
On the prepared surface after removal of oxide formation dust etc. Primer coat of<br />
readymade primer shall be applied on new surface. Prime shall be of same manufacture of paint.<br />
The primer shall be applied with brush or spray painting, worked well in to the surface and spread<br />
even and smooth. The painting shall be done bur crossing and lying off. It consist of covering area<br />
with paint, brushing surface for first times over and then brushing alternatively in opposite<br />
direction, and finally lightly in a direction right angle to the same. This will constitute one coat.<br />
5. MEASUREMENT OF PAINTING (IS 1200(Part. 15) - 1987) :<br />
Painting, except where otherwise stated, shall be measured in square meters.<br />
1.1 <strong>No</strong> deduction shall be made for opening not exceeding 0.5m2 each, and no addition shall be<br />
made for painting to beading, molding, edges, jambs, soffit, sills etc, of such openings.<br />
6. In case of fabricated structural steel and iron work, priming coat of paint shall be included with<br />
fabrication. Subsequent coats of paint shall be measured separately on the basis of weight of<br />
steel work and iron work or in square meters. The weight/area of steel, sheet plate and strip,<br />
rolled steel sections, steel rods and steel strips forged steel, steel casting and steel tubes shall<br />
be taken from relevant Indian standards. If rivet heads, bolt heads (with or without washers),<br />
nuts (with or without washers and including projecting portion of shank) are picked out in a<br />
tine different from that of adjacent work, these shall be enumerated and measured as extra<br />
over.<br />
Page 58 of 78
<strong>No</strong>te: - <strong>No</strong> addition shall be made to the weigh calculated for the purpose of measurement of<br />
steel and iron work for the paint applied either in shop or at site.<br />
7. Painting work upto 10 cm in width or in girth and not in conjunction with similar painted work<br />
shall be measured in running meters and shall include cutting to line where so required.<br />
3.2 Cutting to line, where not included in the item, shall be measured separately in running<br />
meters.<br />
8. Small articles upto 0.1 m2 of painted surface, where not in conjunction with similar painted<br />
work, shall be enumerated.<br />
Painting on different types of work shall be kept separate and surface to be painted shall be<br />
described. It shall be stated whether measurements are flat or girthed. Alternatively, different surface<br />
may be grouped into one general item, areas of uneven surfaces being converted into equivalent<br />
plain areas in accordance with Table 1.<br />
TABLE. 1 EQUIVALENT PLAIN AREAS OF UNEVEN SURFACES<br />
(Clause 3.5)<br />
Sr.<br />
<strong>No</strong>.<br />
Description<br />
work<br />
How measured Multiplying<br />
Factor<br />
1. 2. 3. 4.<br />
i) Paneled or framed &<br />
braced or ledged &<br />
battened or ledged,<br />
battened or ledged,<br />
battened and braced<br />
joinery.<br />
measured flat (not<br />
girthed)<br />
including CHOWKAT or<br />
frame. Edges. chocks,<br />
cleats etc. shall be<br />
deemed to be included in<br />
the item.<br />
1.30 (for<br />
each side)<br />
ii) Flush joinery. Measure flat (not<br />
including<br />
CHOKAT or frame.<br />
Edges,<br />
chocks cleats, etc. shall<br />
be included in the item.<br />
1.20 (for<br />
each side)<br />
iii) Flush shutter. Measured flat over all. 1.20 (for<br />
each side)<br />
iv) Fully glazed or<br />
joinery.<br />
Measured flat (not<br />
girthed)<br />
including CHOKAT or<br />
frame, Edges, chocks,<br />
cleats etc. shall be<br />
deemed to be included in<br />
the item.<br />
0.80 (for<br />
each side)<br />
v) Partly paneled and<br />
partly glazed or<br />
gauzed joinery.<br />
Measured flat (not<br />
girthed) including<br />
CHOKAT or frame,<br />
Edges, chocks, cleats<br />
etc. shall be deemed to<br />
be included in the item.<br />
1 (for each<br />
side)<br />
Page 59 of 78
vi)<br />
Fully Venetian or<br />
louvered joinery.<br />
Measured flat (not<br />
girthed) including<br />
CHOKAT or frame.<br />
Edges, chocks, cleats<br />
etc. shall be deemed to<br />
be included in the item.<br />
vii) Weather boarding. Measured flat (not<br />
girthed) supporting<br />
frame-work shall not be<br />
measured be included in<br />
the frame.<br />
viii) Wood shingle roofing measured flat (not<br />
girthed)<br />
ix) <strong>Board</strong>ing with cover<br />
filets and match<br />
boarding.<br />
x) Tile and slate<br />
battering<br />
xi)<br />
xii)<br />
xiii)<br />
Trellis (or JAFFRI)<br />
work one-way or two<br />
way.<br />
Guard bars,<br />
balustrades gates,<br />
gratings, grills<br />
expanded metal and<br />
railings.<br />
Gates and open<br />
palisade fencing<br />
including standards,<br />
braces, rails stays<br />
etc.,<br />
Measured flat (not<br />
girthed)<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately.<br />
Measured flat overall no<br />
deduction shall be made<br />
for open spaces,<br />
supporting members<br />
shall not be measured<br />
separately. (sec <strong>No</strong>te. 1)<br />
xiv) Carved or enriched<br />
work<br />
Measured flat.<br />
xv) Steel roller shutters. Measured flat (size of<br />
opening) overall; jambs<br />
guides, bottom rails and<br />
locking arrangement etc.,<br />
shall be included in the<br />
item (top cover shall be<br />
measured separately)<br />
xvi)<br />
xvii)<br />
Plain sheet steel<br />
doors and windows.<br />
Fully glazed or steel<br />
doors and windows.<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
1.80 (for<br />
each side)<br />
1.20 (for<br />
each side)<br />
1.10 (for<br />
each side)<br />
1.05 (for<br />
each side)<br />
0.80 (for<br />
painting all<br />
over)<br />
2 (for<br />
painting all<br />
over side)<br />
1 (for<br />
painting all<br />
over)<br />
1 (for<br />
painting all<br />
over)<br />
2 (for each<br />
side)<br />
1.10 (for<br />
each side)<br />
1.10 (for<br />
each side )<br />
0.50 (for<br />
each side)<br />
Page 60 of 78
xvii)<br />
Partly paneled and<br />
partly glazed or<br />
gauzed steel doors.<br />
Measured flat (not<br />
girthed) including frame,<br />
edges, etc.,<br />
xix Collapsible gate. Measured flat (size of<br />
opening)<br />
0.80 (for<br />
each side)<br />
1.50 (for<br />
painting all<br />
over )<br />
<strong>No</strong>te 1:- The height shall be taken from bottom of lowest rail, if palisades, do not go below it or<br />
from lower end of palisades if they project below lowest rail, upto top of palisades, but not upto top<br />
of standards if they are higher than palisades.<br />
<strong>No</strong>te 2:- Where doors, windows, etc., are of composite types other those included in this table<br />
different portions shall be measured separately with their appropriate coefficients, centre line of<br />
common rail being taken as the dividing line between the two portions.<br />
<strong>No</strong>te 3:- Measurement of painting of doors, windows, collapsible gates, rolling, shutters, etc, as<br />
given in this table shall be deemed to include painting, if required of all iron fittings in the same<br />
shade.<br />
<strong>No</strong>te 4:- When two faces of a door, window, etc., are to be treated with different specified<br />
finishes, measurable under separate items, edges of frame and shutters shall be treated with one<br />
or the other type of finish and measurement thereof shall be deemed to included in the<br />
measurement of the face treated with that finish.<br />
<strong>No</strong>te 5:- In case where shutters are fixed on both faces of a frame, measurement for the<br />
door frame and shutter on one face shall be taken in the manner already described, while the<br />
additional shutter on the other faces shall be measured exclusive of the fame.<br />
<strong>No</strong>te 6:- Where shutter is provided with clearance exceeding 150 cm at top and/or at<br />
bottom, such openings shall be deducted from the overall measurement and relevant co-efficient<br />
applied.<br />
6. Corrugated sheet surfaces and Nainital pattern roof surfaces shall be included with<br />
plain surfaces after increasing their areas by the following<br />
a) Corrugated sheets. : 14 percent<br />
b) Nainital pattern roof (plain sheets with rolls) :10 percent.<br />
c) Nainital pattern roof with corrugated sheets. : 25 percent<br />
d) Asbestos cement sheets. corrugated. : 20 percent<br />
e) Asbestos cement sheets, semi-corrugated. : 10 percent<br />
Payment shall be made for actual area in Sq. mtr. covered with paint or on weight basis as<br />
specified in item unit.<br />
Painting shall be done such that all hidden locations are not left out. Care shall be taken to<br />
see that floor, walls and other surfaces are not spoiled due to paint stains. Paints stains shall be<br />
removed an cleaned with thinner or other approved means. Special care shall be taken while<br />
painting over bolts, nuts, rivets, over laps, etc.<br />
Item <strong>No</strong>. 37:-Providing & applying 2 coats of OIL PAINT of approved shade & make to<br />
WOOD WORK including cleaning the surface by coarse paper, scaffolding, etc complete as<br />
directed by E.I.C.<br />
The specifications of item <strong>No</strong>. 36 shall be applicable. Surface to receive paint shall be<br />
prepared with sand papering, the wooden surface , removing dust, loose particles, of paint,<br />
grease, etc. All the holes and space in joining etc. shall be filed with lappi.<br />
Approve make and quality paint shall be procured. Paint shall be in sealed tins. And opened<br />
in presence of E.I.C. or his authorized agent. Small quantity of paint shall be taken and other shall<br />
be covered. Similarly when it is not used, it shall be kept properly closed.<br />
Care shall be taken to see that, stains if paint are not left on floor, wall, glass, etc. Paint<br />
reaches to all faces, corners, hidden parts, etc...or member.<br />
Page 61 of 78
Item <strong>No</strong>. 38:- Providing and applying 2 coats of snowcem or equivalent cement paint,<br />
including cleaning surface and watering curing scaffolding etc. complete. As directed by<br />
E.I.C.<br />
Waterproof cement paint snowcem or equivalent quality shall be of approved brand and<br />
manufacture and shall be applied on surface as per manufacturer’s specifications.<br />
For preparation of surface and primer, the specifications of item <strong>No</strong>. 9 shall be applicable,<br />
water proof cement paint shall be mixed in such qty. that can be utilized in one hour, Paint<br />
prepared as specified in item <strong>No</strong>. 9 or as per manufacture’s specifications shall be stirred well<br />
during application. It shall be applied such that direct heat of sun is avoided during application.<br />
Next coat is applied after previous coat has set for 24 hours. Next coat shall be applied without<br />
wetting of surface, 2 or 3 coats of paints shall be applied as specified in item to get uniform shade.<br />
Painted surface shall be cured for 7 days by sprinkling water and keeping it wet.<br />
Rate quoted shall be including of cleaning of surface before applications of paint, cleaning<br />
area after application including stain removal, scaffolding curing etc., complete.<br />
General:-<br />
Relevant I.S. of B.I.S. Shall prevail for all items including material, measurements etc.<br />
Section: G: DOORS WINDOWS, CUP BOARD, WOOD WORKS.<br />
WOOD WORK GENERAL<br />
The timber shall be of best quality bulsari teak or equivalent teak approved by Executive<br />
Engineer. Decision of Executive Engineer in this connection will be final. If desired by Executive<br />
Engineer, contractor shall have to arrange testing of wood samples selected by department at<br />
random, in the laboratory as instructed by department. Sample of wood approved shall be<br />
preserved and contractor shall procure wood of the approved quality only. The source of wood<br />
shall be informed to the Engineer-in-charge.<br />
The timber to be used for wood work shall be well seasoned, closed grains, uniform texture,<br />
free from knots, rots, soft, cracks, mend, spongy spots etc. The size of frame and all members<br />
shall be final size after planning and finishing. Undersized wooden members shall not be<br />
accepted. Wood of inferior quality, undersize shall be liable to rejection.<br />
When frames or other members are ready they shall be got checked from Engineer-in-charge<br />
and got approved for quality and workmanship. Primer coat of paint shall be applied only after<br />
clearance by Engineer-in-charge. If the wooden members are found warped, shrinked or with bad<br />
workmanship within guarantee period, the same shall have to be replaced by contractor without<br />
any extra cost and to the satisfaction of engineer-in-charge.<br />
Before fixing, the frame of door it shall be provided with six nos. M.S. flat 37mm x 6mm and<br />
300 mm long hold fasts fixed to the frame, with screws as directed. Hold fast shall be with split<br />
end and bent at right angle to hold fast. Holes shall be provided at other end of hold fast for fixing<br />
of screws. Sample of holdfast shall be got approved from Engineer-in-charge. Windows and<br />
cupboard shall be provided with 4 <strong>No</strong>s. or 2 <strong>No</strong>s. of hold fast according to the size of frame and<br />
as instructed by Engineer-in-charge in addition to horns projecting minimum 75 mm on both sides<br />
of top & bottom members. The side of frame to be embedded in the wall or in touch with wall or<br />
floor, shall be applied uniform thick coat of coal tar.<br />
The frame shall be rebated on one side (or both sides) 12 mm deep and of full thickness of<br />
shutter and to have a return bead on the other to be chamfered or rounded as directed by<br />
Engineer-in-charge. Wherever M.S. Bars of 16 mm diameter are specified in frame as grill in<br />
windows or ventilator, they shall be provided at 100 m c/c and shall be locked in frame for<br />
minimum 40mm deep. if M.S. flat is to be provided the flat of size 50 x 10 mm, 1 or 2 <strong>No</strong>s. as<br />
specified, they shall be provided.<br />
Shutters<br />
The thickness of shutter and members of shutter frame shall be as per details given in<br />
drawing or supplied at site. Size specified shall be after planning & finishing without painting.<br />
Page 62 of 78
Where single plank is specified single plank shall be used. The joint shall be tongue and groove<br />
joint. Shutter shall be single or double shutter as per drawing and details given or as directed at<br />
site. For paneled doors the panel to be raised feather tongued into style and rails with beaded<br />
edges on both sides. Thickness of styles & rails shall be 37 mm and that of panel shall be 30 mm.<br />
The arrangement of pannels shall be as directed by the Engineer-in-charge and his decision will<br />
be final. The shutter styles, top, bottom, lock and frieze rods to be molded on both sides. The<br />
sample of shutter shall be got approved before taking work on full scale. Size of bottom, top &<br />
lock rail and ledges shall be as instructed by Engineer-in-charge.<br />
Joints :<br />
All jointing shall be brought on all faces and finished off by hand with sand paper with slightly<br />
rounded areises.<br />
The joints shall be pinned with hard wood pins and put together with fevicol. Joining shall be<br />
by means of mortise and tennon or dovetailed joints as approved. Any joinery work, which shall<br />
split, fracture, shrink or shows flap or other defects shall be removed and replaced with sound<br />
material at the contractor’s expenses.<br />
Fixtures and fastening :<br />
Oxidized iron, brass or aluminum fixtures as specified in item shall be provided in best<br />
workmanship, maintain level and line with approved quality and size screws. Screw shall be never<br />
hammered but driven with screwdriver. The fixture to be used shall be got approved first and<br />
approved samples of all fixtures shall be kept on site easily available for inspection.<br />
1. For main door.<br />
1. 300 mm long 16 mm dia aldrop 1 <strong>No</strong>.<br />
2. 300 mm long flat latch. 1 <strong>No</strong>.<br />
3. 100 mm long but hinges or 150 mm<br />
long or suitable parliamentary hinges. 3 Pairs.<br />
4. 150 mm long tower bolts. 2 <strong>No</strong>s.<br />
5. 100 mm long handles (150 mm long). 2 <strong>No</strong>s.<br />
6. Door catchers 2 <strong>No</strong>s.<br />
7. Magic eye. 1 <strong>No</strong>s.<br />
2. Internal door.<br />
1. 250 mm long 16 mm dia aldrop 1 <strong>No</strong>.<br />
2. 250 mm long flat latch. 1 <strong>No</strong>.<br />
3. 100 mm butt or 150 mm hinges or suitable<br />
Parliamentary hinges.<br />
3 Pairs.<br />
4. 100 mm long tower bolts. 2 <strong>No</strong>s.<br />
5. 100 mm long handles 150 mm long. 2 <strong>No</strong>s.<br />
6. Door catchers 2 <strong>No</strong>s.<br />
For bath & door 16 mm dia 250 mm long aldrop and one handle on both sides shall be provided.<br />
3. Windows<br />
1. 75 mm long butt hinges or parliamentary hinges 2 to 3 pair as per size.<br />
2. 100 mm tower bolts 4 <strong>No</strong>s.<br />
3. 100 mm handles. 2 <strong>No</strong>s.<br />
4. 150 mm hook eye or stopper of approved quality. 2 <strong>No</strong>s.<br />
4. Ventilator.<br />
Page 63 of 78
1. 75 mm butt hinges 1 Pair<br />
2. 100 mm tower bolts. 1 <strong>No</strong>s.<br />
3. 150 mm long hook eye. 2 <strong>No</strong>s.<br />
5. Cupboard.<br />
1. 75 mm long butt hinges 2 Pairs.<br />
2. 100 mm handles 2 <strong>No</strong>s.<br />
3. 100 mm tower bolt. 2 <strong>No</strong>s.<br />
4. Pivot. 2 <strong>No</strong>s.<br />
5. Ball catcher. 1 <strong>No</strong>.<br />
The <strong>No</strong>s. of fixtures shown above is for general arrangement but in case some change is felt<br />
necessary on site it shall be made by Executive Engineer on site and shall be binding to the<br />
contractor.<br />
Glazing:<br />
For all glazing of doors, windows, ventilators and cupboards all glasses shall be of best quality<br />
free from bubbles, smoke wanes, air hole, specks and other defect. Sheet glass, ground for clear<br />
as approved and instructed shall be of 3 mm thickness. The glasses shall be fixed with wire nails<br />
and putty of best quality or wooden bead of required size to flush with style or sash bar etc. The<br />
putty and the wooden battens should be finished with 3 coats of oil paints matching with other<br />
paint of doors, windows and ventilators. At the time of handing over the glazing work shall be<br />
intact. Any damage shall have to be replaced by the contractor without any extra cost.<br />
Erection:<br />
All doors, windows, ventilators, cupboards shall be erected in line, level and in one plane to<br />
the elevation shown in the drawing or directed by Engineer in charge at site.<br />
Painting:<br />
All doors, windows, ventilators, cupboard shall be given 3 coats of approved quality, brand<br />
and shade of oil paint. Each coat of paint shall be allowed to dry thoroughly before next coat is<br />
applied. The work shall not show any brush marks, ridges or drops of paint and no puddles in the<br />
corner of panels or molding etc., shall be left.<br />
Specification of section “F” for item no. 16 shall be applicable.<br />
Measurement:<br />
For payment purpose of doors, windows, ventilators and cupboards, measurement will be paid<br />
outside to outside of the frame in square meter basis.<br />
Item no 39:-Providing & fixing in position 35 m.m. thick fully paneled teak wood door with<br />
single or double shutter with 100m.m.x35m.m. size style & top rails & bottom rail of 125m.m.<br />
x35 m.m. & lock rail 175m.m. x 35 m.m. including 100 m.m. to 125 m.m.x 20 m.m. thick equal<br />
size vertical battens in panels with tongue & groove joint arrangement as per drawing without<br />
fixtures & fastening, but with 3 <strong>No</strong>s. of 100m.m long butter parliamentary hinges for each flap<br />
of double shutter and 150 m.m. long to single shutter, as per instruction, including 3 <strong>No</strong>s. of<br />
M.S. flat hold fast grouted in wall on each side, 3 coats of oil painting of approved shade &<br />
make etc. complete as per drawing & as per directed by E.I.C. (FIXTURES, HINGES & HOLD<br />
FASTS WILL NOT PAID SEPERATELY.) ---Only Shutters with fixtures & fastenings.<br />
General specifications for wood work ill hold good for this item. Sample of door shall be<br />
prepared and got approved before taking work on full scale. All frame & sutters shall be got approved<br />
before applying primer coat of paint and erecting on site. Fixtures except hinges and hold fasts will<br />
not be paid separately in item of providing for them.<br />
Paint of approved make, brand, and tint shall be got approved. Paint shall be confirming to<br />
I.S. Standard and of quality equal to ‘Apcolite’<br />
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Item <strong>No</strong>. 40:-Providing & fixing built in wall teak wood cup-board and 35m.m. thick shutter with<br />
12m.m. thick NOVAPAN BHUTAN BOARD/ECO BOARD or its equivalent exterior grade phenol<br />
formeldihade resin bonded weather resistant melamine faced pre-laminated particle board as<br />
panel, without fixtures and fastenings but with 3 <strong>No</strong>s. of hinges and hold fasts on each flap of<br />
shutter including 3 coats of painting of approved shade and make to the wood work etc.<br />
complete (WOODEN SHELVES SHALL BE PAID SEPERATELY.) as directed by E.I.C.<br />
Only shutter with fixtures & fastenings<br />
The specification of item <strong>No</strong>39 shall be applicable. Melamine faced weather proof<br />
plywood shall confirm to I.S.3187. Teak leaping shall be on faces of panels of shutters. Angle iron<br />
frame shall be provided with one coat of Red oxide and 2 coats of approved brand, quality, and tint,oil<br />
paint to give uniform painting. As panels are of melamine finished, no painting is required for the<br />
same. Sample of melamine faced weather proof plywood ,to be used shall be got approved and<br />
procured approved color only.<br />
Item <strong>No</strong>.41.:- Prviding & fixing P.V.C. shutter in single or double leaf of 20 m.m. thick with<br />
shutter outer frame top bottom and styleof size 54x24x1.80mm thick and locking rail are of<br />
size 100x24x1,80mm thick panels are made from PVC section 200x20x1mmthick including<br />
fixing & joints with providing 3 <strong>No</strong>s. of 100 mm long hinges on each frame. The material is<br />
approved ISI brand, color, & tint as per drawing & instruction of E.I.C. (o be used for bath &<br />
W/C only.) (Measurement shall be paid for clear size of shutter only)—But with fixtures.<br />
B5 ALUMINIUM WORKS (FOR ITEM NO. 41 & 42)<br />
B5.01 General:<br />
Aluminium doors, windows etc. shall be fabricated from approved extruded sections and<br />
the manufacture and installation shall be carried out by approved specialized agency.<br />
Unless otherwise specified the fabrication shall be done with heavy gauge extruded box<br />
section. The sections free of scratches shall be of the sizes and details as shown on<br />
drawings. The details shown on the drawings indicate generally the sizes of the<br />
components parts and the general standards. These may be varied to some extend to<br />
suit the standards adopted by the manufacturers of the aluminium work.<br />
All materials and details especially the weather-strip, gaskets and sealants shall be of<br />
approved high quality material capable of resisting the local climatical and environmental<br />
requirements.<br />
B5.02 Shop Drawings and Samples<br />
The Contractor shall submit complete shop drawings and samples of each type of door,<br />
windows, ventilators and other aluminium work, to the Engineer for his approval. The<br />
shop drawings shall show full size sections of doors, windows, etc. thickness of metal,<br />
details of construction, details of glazing, anchoring details, hardware as well as<br />
connection of curtain wall windows, doors and other metal work to adjacent work.<br />
Samples of all joints and method of fastening and joining etc. also shall be submitted to<br />
the Engineer for approval well in advance of commencing the work. Samples of the actual<br />
work shall be installed at the site and got approved before proceeding with the work.<br />
B5.03 Sections:<br />
The aluminium extrusions shall be of approved make. The sections shall be extruded from<br />
aluminium alloy of commercial quality and free from all defects impairing appearance,<br />
strength and durability. Hollow Box sections shall be extruded from Aluminium alloy as per IS<br />
: 1285. The permissible dimensional tolerances of the extruded sections shall be such as not<br />
to impair the proper and smooth functions / operation and appearances of doors and<br />
windows. For any excess weight of section used nothing extra shall be paid.<br />
a) Minimum tensile strength – 19 kg/mm 2 .<br />
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) Maximum allowable deviation in length from a straight line of 0.5 mm /<br />
meter.<br />
c) Maximum allowable deviation from straight of 1 degree.<br />
d) Maximum permissible twist of 0.5 mm.<br />
e) Maximum variations in flatness of not more than 0.125 x width/25.<br />
B5.04 Anodizing / Power Coating:<br />
5.04.1 All aluminium material used shall be colour anodized for protection against corrosion<br />
in marine environmental in approved shade. The anodic coating shall conform to IS :<br />
1868-1968 and shall be of AC20 grade with minimum thickness of 20 microns when<br />
measured as per IS660/2-1970 and density shall be atleast 32 mg/sqm. The anodic<br />
coating shall be tested in an approved laboratory by Eddy current method as per IS:6012<br />
for thickness. Sulphuric acid shall be used as per electrolyte for the anodic process. Prior<br />
to anodizing all aluminium shall be rendered uniform in appearance free from disfiguring<br />
scratches, stains or other blemishes and etched in a caustic soda solution. Requisite tests<br />
shall also be carried out at the site as required by the Engineer and the contractor shall<br />
arrange all assistance and equipments required for the purpose.<br />
B5.05 Protection and Handling<br />
All Aluminium members shall be wrapped with approved self adhesive non-staining PVC<br />
tapes, and crated in a suitable manner to protect the material against any damage during<br />
transportation. The loading, unloading, storing shall be carried out in an approved manner<br />
with utmost care.<br />
B5.06 EPDM Gaskets:<br />
EPDM gaskets of approved make, size and profile shall be provided and installed at all<br />
locations as shown and as called for to render the installation absolutely air and weather<br />
tight.<br />
B5.07 Sealant:<br />
The gaps between the Aluminium member and the perimeter also any gaps in the door<br />
and window sections themselves shall be racked out as directed and filled with silicon<br />
sealant or any other sealant of approved make and colour and make to ensure complete<br />
water-tightness.<br />
The silicon sealant shall be of such colour, and compositions that it would not stain the<br />
masonry / concrete work, shall receive paint without bleeding, will not sag or run and shall<br />
not set hard or dry out under any conditions of weather. Silicon sealant shall be applied<br />
with a special gun as per manufacturers recommendation.<br />
B5.08 Aluminium Doors & Windows<br />
B5.08.1 Doors:<br />
The kick panel shall be of 1.25 mm aluminium alloy sheet conforming to IS Designation<br />
NS 3-1/2H of IS 737-1965. Specification for Wrought Aluminium and Aluminiym Alloys<br />
Sheet and strip (for general engineering purposes) and shall be screwed to the frame and<br />
the glazing bar. The hinges shall be stainless steel frictional hinges of same type as in<br />
windows but of large size. The hinges shall normally be of 50 mm projecting type. <strong>No</strong>n<br />
projecting type hinges may also be used if approved. The handles for door shall be of<br />
specified design and of same specifications as the Windows. A suitable lock for door<br />
openable either from outside or inside shall be provided. In double shutter doors, the first<br />
closing shutter shall have a concealed aluminium alloy bolt at top and bottom. It shall be<br />
so constructed as not to work loose or drop by its own weight.<br />
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Single and double shutter doors may be provided with a three way bolting device. Where<br />
this is provided in the case of double door, concealed aluminium bolts may not be<br />
provided.<br />
B.5.08.2.1 Side-hung Windows and Ventilators<br />
For fixing stainless steel hinges, slots shall be cut in the fixed frame and the hinges<br />
inserted inside and may be riveted to the frame. The hinges shall normally be of the<br />
projecting type not less than 65 mm and not more than 75 mm wide. The pins for hinges<br />
in case of non-oxidised work shall be of stainless steel of non-magnetic type or of suitable<br />
aluminium alloy. However, in the case of anodised work, only suitable aluminium alloy for<br />
pins shall be used. Friction hinges shall be provided for side-hung shutter windows – in<br />
which case peg stay will not be required. In case of non-friction type hinges, peg stay<br />
which shall be either of cast aluminium conforming to IS Designation A.5.M of IS:617-<br />
1959 or folded from IS Designation NS4 aluminium alloy sheet conforming to IS:737-<br />
1955. It shall be 300 mm long complete with peg and locking bracket and shall have holes<br />
for keeping the shutter open in three different positions. The peg and locking brackets<br />
shall be riveted or welded to the fixed frame.<br />
The handle for side-hung shutters, shall be of cast aluminium conforming to IS<br />
Designated A.5.M. of IS:617-1975 and mounted on a handle plate or welded or riveted to<br />
the opening frame in such a way that it could be fixed before the shutter is glazed to<br />
match the window. The handle shall be anodised. The handle shall have a two point nose<br />
which shall engage with an aluminium striking plate on the fixed frame in the slightly open<br />
as well as in closed position.<br />
5.08.2.2 Sliding window shall have fixtures like approved nylon encased rollers, locks<br />
handles etc.<br />
5.08.3 Protection & Final Cleaning<br />
The doors and windows shall be suitably protected from damage until handling over. Care<br />
shall be taken not to use the doors and windows for support, centering, etc. and no<br />
scaffolding or other materials and devices shall rest on these. All the openable members<br />
shall be kept firmly closed. The PVC wrapping shall be retained till the glazing work is<br />
commenced. After the glazing and all work connected with installation of doors/windows<br />
is complete all aluminium work shall be cleaned with a suitable thinner and left in clean<br />
unblemished and in an openable condition.<br />
5.08.4 Fabrication<br />
All jointing shall be mechanical type. The aluminium sections joints shall be designed to<br />
withstand a minimum wind load of 175 kg. per sqm. The design shall also ensure that the<br />
maximum deflection of any framing shall not exceed l/175 of the span of the member. All<br />
members shall be accurately machined and fitted to form hairline joints prior to assembly.<br />
The jointing accessories such as cleats, brackets, etc. shall be of such material as not to<br />
cause any bimetallic action. The design of the joint and accessories shall be such that the<br />
accessories are fully concealed. The fabrication shall be done in suitable sections to<br />
facilitate easy transportation, handling and installation. Adequate provisions shall be<br />
made in the door and window members for anchoring to support and fixing of hardware<br />
and other fixtures as approved by the Engineer. The fabricated frames shall be square<br />
and flat with corners in a true right angle.<br />
B5.08.5 Installation<br />
Just prior to installation, the doors, windows, etc. shall be stacked on edge on level<br />
bearers and supported evenly.<br />
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Unless otherwise shown window/door frames shall be fixed to openings with 20 mm thick<br />
aluminium sub-frames. Width of sub frame shall be exactly the same width as the frames.<br />
The sub-frames shall be pre-fixed to the masonry surrounds with approved fasteners. The<br />
face of sub frames shall be in true line, level and plumb.<br />
When the sub-frame is properly secured and all major internal and external finishing<br />
works are completed, the assembled doors / windows shall be placed in correct final<br />
position in the opening and fixed to the sub frames by cadmium plated machine screws of<br />
required size and spacing suited to the purpose.<br />
Sizes, details, spacing, etc. given above are approximate and indicative only. They can<br />
be varied at the option of Engineer to suit particular sizes and situations and the<br />
contractor shall carry out the instructions of the Engineer in this regard at no extra cost to<br />
the owner. The contractor may suggest alternative methods of fixing and anchoring for<br />
consideration of the engineer while the decision of the engineer in this regard shall be<br />
final and binding.<br />
In the case of composite windows and doors, the different units are to be assembled first.<br />
The assembled composite units shall be checked for line, level and plumb before final<br />
fixing is done. Units may have to be assembled in their final location if the situation so<br />
warrants.<br />
Where aluminium comes into contact with masonry, concrete, plaster or some dissimilar<br />
metal, it shall be coated with an approved insulation lacquer or plastic tape to ensure that<br />
electro-chemical corrosion is avoided. Insulation material shall be trimmed off to a clean<br />
and flush line on completion.<br />
The contractor shall be responsible for assembling composite units, bedding and pointing<br />
with mastic inside and outside, at the transoms and mullions placing the doors, windows<br />
etc. in their respective openings.<br />
Item <strong>No</strong>. 42:-Providing & fixingP.V.C. door frame size48x40x1.80 m.m. thick with<br />
inserting country wood in hollow part with necessary hold fasts & grouting in wall<br />
with single or double shutter of 24 m.m. thick outer frame, top, bottom & style size<br />
54x24x1.80 m.m. thick, and lock rail size 100x24x1.80 m.m. thick panels are made<br />
from P.V.C. section 200x20x1 m.m. thick, including fixing & jointing by approved<br />
means and providing suitable corners and at all joints with providing 3 <strong>No</strong>s. of 100<br />
m.m. long hinges on each flap of door including fixing with frame. The material<br />
approved I.S.I. brand color & tint. As per drawing and instruction of E.I.C. ( To be<br />
used for Bath & W/C. only) but with fixtures.<br />
General specifications of wood work shall be applicable. Aluminum section to be used shall be<br />
standard section as per relevant IS standards. PVC paneling materials shall be Sintex or its<br />
equivalent make. Sample of PVC panel to be used shall be submitted with the sample. For angle<br />
iron frame, specifications of item <strong>No</strong>. 41 shall be applicable. Workmanship expected is best<br />
workmanship with specifications as described in item<br />
Item <strong>No</strong>.43:-Providing & fixing Bajari or figure glass after removing the existing broken<br />
glass from the window/door ventilator and bedding in putty & fixed with new wooden<br />
bedding with painting & including the cost of wooden bedding of first class wood &<br />
necessary cutting of the glass. This work includes removal of hard putties from the windows<br />
and fixing the glass with new putty & G.I. pins, including supply of all materials for the<br />
successful completion of the work.<br />
Glazing:<br />
For all glazing of doors, windows, ventilators and cupboards all glasses shall be of best quality<br />
free from bubbles, smoke wanes, air hole, specks and other defect. Sheet glass, ground for clear<br />
as approved and instructed shall be of 3 mm thickness. The glasses shall be fixed with wire nails<br />
and putty of best quality or wooden bead of required size to flush with style or sash bar etc. The<br />
Page 68 of 78
putty and the wooden battens should be finished with 3 coats of oil paints matching with other<br />
paint of doors, windows and ventilators. At the time of handing over the glazing work shall be<br />
intact. Any damage shall have to be replaced by the contractor without any extra cost.<br />
Erection:<br />
All doors, windows, ventilators, cupboards shall be erected in line, level and in one plane to<br />
the elevation shown in the drawing or directed by Engineer in charge at site.<br />
Item <strong>No</strong>. 44.:-Providing & fixing ‘Z’ section window fully glazed/fully paneled/partly<br />
paneled/ & partly glazed with window outer frame of M.S. Angle 30x30x5 m.m. and frame of<br />
shutter with ’Z’ section of F7B and middle section of 4B and ‘T’ section of size 20x20x3<br />
m.m. thick for holding glass & panels of 14 gauge M.S. sheet and 4 m.m. thick figure<br />
glass/opaque appreoved quality glass fitting with required putty and pins and 12 m.m.<br />
square bar @ 100 to 125 m.m. C/C as guard bar welded with frame, including painting with<br />
3 coats of oil paint with one coat of primer of approved shade, tint and make etc. as per<br />
drawing, design and as directed by E.I.C. but with all fixtures.<br />
Steel door, windows, ventilators shall confirm to IS 4351 and 1038. Doors Windows and<br />
ventilators shall be of size as specified and as described in item. Doors, windows, and ventilators<br />
shall be of approved manufacturer. Source of purchase shall be informed and sample shall be got<br />
approved. All steel doors/windows shall be pressed door/window of 18 gauge flush type with or<br />
without removable transvers. All doors/windows shall be provided with 3 way bolting device,<br />
locking arrangement, handles on both side.<br />
Rate quoted will be with glazing, 3 m.m. thick glass free from blemish. The workmanship<br />
shall confirm to relevant IS. Rate quoted shall be inclusive of errection at site, in line & level with<br />
hod fasts, painting, glazing , with glazing clips and putty or bead etc. complete. Painting shall be<br />
carried out as per specificatios of oil painting of oil painting in section F.<br />
Payment shall be made on actual square mrters of doors, windows or ventilators provided as<br />
per dimensions specified on drawing.<br />
Item <strong>No</strong>. same as per item <strong>No</strong>. 44 but with single M.S. sheet pannel in the centre & beading<br />
of M.S. flate on both the sides.<br />
The specifications of Item <strong>No</strong>. 44 shall be applicable. M.S. sheet pannel in the centre &<br />
beading of M.S. flat on both sides, and m.s. bead on both sides of sheet shall be provided and<br />
screwed with frame.<br />
The specification of Item <strong>No</strong>. 44 shall be applicable. Windows shall be as per I.S. standards.<br />
For wood and glazing, general specifications of wood work shall be applicable. 12 m.m. square<br />
bars shall be welded to frame, with provision for operating handles and stays. Sample of window<br />
is allowed to manufacture from other than standard manufacturer, shall be got approved. It shall<br />
equivalent to Godrej or similar standard make. All wood & steel structure shall be given 3 coats of<br />
painting of approved quality, make, and tint, oil paint.<br />
Item <strong>No</strong>.45:-Providing & fixing approved qualiy of cupboard with frame underneath the<br />
cooking platform with75x90mm. teakwood frame, 25mm. thick teakwood shutter of<br />
appropriate size of style & rails with 20 gauge approved quality og G.I. wire mesh jali<br />
(MOSQUITO PROOF) as panel fixed with teakwood battens 3 coats of oil painting of<br />
approved shade & make without fixtures & fastening, but with 2 <strong>No</strong>s of 75mm. hinges on<br />
each side flap of shutter etc. complete as per drawing.(SHELVES WILL BE PAID<br />
SEPERATELY.)<br />
The general specification of wood work shall be applicable, G.I. 20 gauge mosquito proof<br />
jali shall be fixed to shutter frame. Shutter shall be prepared as per details given or as per detailed<br />
drawing. 3 coats of oil painting shall be provided of approved make, brand,& tint. Sample of wire<br />
mesh to be used shall be got approved before collecting.<br />
Item <strong>No</strong>.45A:-Providing &fixing approve quality of DEODAR wooden shelves 25mm. thick<br />
net over necessary 30x30x5mm. M.S. angle iron brackets at 1.0 Mt. C/C fixed with screws<br />
including batten patty in front & side of size 45x10mm. as per instruction 3 coats of oil<br />
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painting including primer of approve shade & make on wood work & steel work completed<br />
as directed by E.I.C.(WIDTH OF THE PLANKS SHOULD NOT LESS THAN 150MM.)<br />
Deodar wood shelves of 25mm. thick shall be provided with boarder of tekwood batten<br />
and shall be supportd on M.S. angle iron brackets of 25x25x3mm. size. Design shall be got<br />
approved. 3 coats of oil painting shall be provided to supports and planks.<br />
Item <strong>No</strong>.46:-Providing & fixing 50 mm.dia. G.I. pipe as railing wherever required including<br />
fixing the necessary hold fasts at the end/middle and grouting the same in wall with<br />
concrete as directed in line & level and 3 coats of oil painting of approved shade & make<br />
etc. complete.<br />
50 mm. dia. G.I. pipe shall be class C confirming to I.S.specifications. Railing shall be<br />
fabricated as per detail drawing or as instructed at site in two raws. Pipe shall be provided with<br />
necessary hold fasts at the end. And in the intermidents also. The necessary pockpckets in<br />
concrete, brickworks etc. to be made and grouted with C.C.(1:2:4). Care shall be taken to see that<br />
pipe shall be in line & level. Pipes shall be provided with 3 coats of oil painting of approved shade,<br />
make & tint, to give uniform painting.<br />
Measurements shall be paid as per running metre of railing.<br />
Item <strong>No</strong>.47:- Providing & laying 50 mm. thick I.P.S. flooring in C.C.(1:2:4) icluding finishing<br />
the floor with smooth cement slurry, makin diagonal lines, curing etc. complete as directed<br />
by E.I.C.<br />
General specification of concrete work shall be applicable, I.P.S flooring is to be laid on<br />
1:5:10, 100mm thick concrete base. Proportion of concrete shall be one part of cement, five parts<br />
of sand and ten parts of coarse aggregates by volumetric measures. Before sub grade is laid<br />
proper consolidation of earth fill shall be done & sub grade leveled. Only on approval of sub grade<br />
base, concrete shall be laid. Pegs or rod shall be driven to give uniform level and thickness of<br />
100mm. On this prepared base 40mm thick 1:2:4 concrete by volumetric mix shall be provided.<br />
Proper slope shall be given in base concrete, if slope is shown. 40mm thick 1:2:4 concrete shall<br />
be properly consolidated by vibrator or tempering and top surface shall be finished smooth,<br />
polished with smooth cement slurry. Diagonal lines shall be marked in pattern as directed, to form<br />
square of size desired. Finished surface shall be cured for period of 8 days. Rate quoted shall be<br />
inclusive of both, base concrete & topping; materials, labours, tools, plant etc., complete required<br />
for completion of item.<br />
Specifications of above item shall be applicable. Item is withot C.C.1:5:10 bedding<br />
however cost of cement C.C.!: 2:4 shall be on contractor`s Account.<br />
Payment shall be made on square meters of I.P.S. flooring carried out as above.<br />
Item <strong>No</strong>.48:-Providing & laying 20 to 25 mm tthick POLISHED KOTAH STONE MACHINE<br />
CUT EDGES on all sides of approvwed quality in floor & dedo in (1:2) lime mortar bedding<br />
& setting the stone in cement slury filling the joints with cement, curing, machine polishing<br />
etc. complete as directed by E.I.C. (a) 300 x 300mm. size with one side polished & machine<br />
cut edges.<br />
20 to 25mm thick polished kotah stone shall be of approved quality. It shall not be<br />
laminated and shall be of uniform color and size. Size of the stones shall as specified in the item.<br />
One face of the stone shall be machine polished and edges shall be machine cut. Joints shall be<br />
very thin joint, and shall be in line or pattern approved. Rear surface shall be grooved or recessed<br />
in parts to provide key for mortar. Kotah stone shall be laid on plastered surface prepared in one<br />
plane in c.m. 1:3 as per item. Kotah stone shall be set in c.m. 1:2 for flooring. Surface of<br />
Kotahstone shall be laid to true plane, level or to fall, as directed. Joints shall be uniform and as<br />
thin as possible and in pattern approved. For flooring the joint shall be in straight, line. The joint<br />
shall be filled with white or color cement according to Kotah stone.<br />
.<br />
Page 70 of 78
Item <strong>No</strong>. 49:- Providing and fixing white / colour spartek / Kajeria / Nittco Johnson or its<br />
equivalent make glazed tiles, in flooring, skirting and dado including fixing the same in<br />
cement mortar bedding (1:2) and 12mm thick back coating of cement plaster in c.m. 1:3 for<br />
base filling the joints with white cement, neatly finishing the joints to expose only white<br />
surface, curing etc. complete.<br />
Tiles to be used shall be first quality glazed tiles of Johnson, Somani or other approved make.<br />
Tiles shall be hard well and evenly glazed, free from cracks, straight edges and in one plane.<br />
Rear surface shall be grooved or recessed in parts to provide key for mortar. Tiles shall be laid on<br />
plastered surface prepared in one plane in c.m. 1:3 as per item. Tiles shall be set in c.m. 1:2 for<br />
flooring. Surface of tiles shall be laid to true plane, level or to fall, as directed. Joints shall be<br />
uniform and as thin as possible and in pattern approved. For flooring the joint shall be in straight,<br />
line. The joint shall be filled with white or color cement according to glazed tiles.<br />
Dado or skirting shall be fixed on plastered surface with cement paste applied on back of tiles.<br />
Corner pieces and boarder shall be fixed as directed. For fixing tiles for w.c. flooring, tiles shall be<br />
cut in required shape in best workmanship like machine. Any opening for pipe bracket etc., they<br />
shall be fixed such that it comes on junctions of tiles.<br />
Rate quoted shall be for providing 12mm plaster base, bedding of c.m. 1:2 for setting tiles,<br />
providing & fixing tiles with necessary corner pieces and border pieces: all materials, labour, tools<br />
etc. complete.<br />
Payment shall be made on actual square meter of area paved with glazed tiles in square<br />
meters.<br />
Square meter of area paved with glazed tiles in square meters.<br />
Section: M: WATER SUPPLY<br />
General G.I. piping<br />
G.I. pipe be used for water supply shall be of class ‘c’ confirming to I.S. Specifications.<br />
It shall be fixed with suitable clamps, for concealing with necessary groove in wall and finishing<br />
with C.M. When pipe is to be laid underground necessary excavation shall be done to level<br />
required. Pipe shall be given 3 coats of coal tar. For joining pipes specials of approved quality<br />
(extra thick) shall be used. If item provide painting of pipe same shall be painted with approved<br />
brand quality and tint enamel paint. All specials shall be provided as instructed/.<br />
Skilled plumber shall be employed on job. Pipes shall be laid as per detailed drawings or as<br />
directed on site. Generally shortest route shall be followed. At connection of pipe with special,<br />
joint shall be made water tight with hemp rope and zinc white or taflon tape.<br />
On completion of laying of pope and before sealing of concealed pipe and underground pipe,<br />
leak proof test shall be given.<br />
All the piping work shall be measured in running meter and rate quoted shall be inclusive of all<br />
special required and all operations required for cutting, threading, joining, excavation, making<br />
groove in wall, sealing grout, backfilling, providing clamps with screws, painting etc. complete.<br />
Item <strong>No</strong>. 50 , 51, & 52 :- Providing and laying approved best quality of medium grade G.I.<br />
water pipe including necessary excavation upto 750mm depth refilling the trenches<br />
including with all necessary fitting like elbow, tee, union nipple, plug etc., giving water<br />
tight test etc., complete.<br />
(a) 15mm dia pipe weighting 1.21 kg/Rmt.<br />
(b) 20mm dia pipe weighting 1.51 kg/Rmt.<br />
(c) 25mm dia pipe weighting 2.42 kg/Rmt.<br />
General specification of water supply piping shall be followed. Rate shall be quoted for the<br />
diameter specified with all specials required for completing pipe work as per drawing or as<br />
directed.<br />
I Item <strong>No</strong>. 53 7 54:-Providing and fixing approved best quality I.S.I. approved heavy G.M.<br />
wheel valves.<br />
(a) 20mm dia valve.<br />
Page 71 of 78
(b) 25mm dia valve.<br />
G.M. wheel valve shall be ‘Leader’ or equivalent confirming to I.S.S. shall be got approved before<br />
collecting on site. Inner surface of valve shall be smooth and spindle shall properly get fixed on<br />
seal. It shall be leak proof and tested quality as per I.S. Wherever G.M. wheel valve is provided<br />
below G.L. it shall be housed in a chamber with cover. Rate shall be quoted according to the sizes<br />
of wheel valve specified. Rate quoted should be for supplying and fixing in position and giving<br />
leak proof test.<br />
Payment shall be made on actual number of G.I wheel valves provided and fixed as per item.<br />
Item <strong>No</strong>. 55:- Providing and fixing 15mm dia brass C.P. screw down bib cock of approved<br />
quality having 250 to 300 gm weight.<br />
15mm dia brass C.P. screw down bib cock shall be Prince or equivalent I.S.I. brand<br />
and shall be got approve from Engineer-in-charge. It should be leak proof and it shall<br />
weight 250 to 300 gm per number. Rate quoted shall be for providing as well as fixing of<br />
the bib cock with all required materials for fixing and shall be paid per number fixed<br />
Item <strong>No</strong>. 56 :-Providing & fixing 90 mm dia. OD (2.5 Kg per sq. cm.) Finolex Brand PVC rigid<br />
pipe for rainwater including necessary fittings like bend, shoe, cowl etc. fixing the pipes to<br />
the wall in plumb bymeans of G.I. Clamps of 18 gauge sheet with 1 to 1.5 meter distance,<br />
including joining the pipe with approved solution etc. complete as directed by E.I.C. 3 coats of<br />
white or color wash if required etc. complete as directed by E.I.C.<br />
As per manufacturer’s specifications and description of the item and as per directed by E.I.C.<br />
Item <strong>No</strong>. 57 : Providing and fixing (heavy duty) C.I. soil pipe for drainage line including<br />
necessary fitting like bend, tee, y bend, plug bend etc. fixed with wall by means off clamp and<br />
nails, filling the joints with cement etc. complete.<br />
(a) 75 mm Pipe.<br />
C.I. soil pipe of specified diameter shall be as per I.S. specification, provided for drainage line.<br />
All fitting required for pipe line shall be provided as per drawing or as directed at site. Plug bend, plug<br />
tee or plug, shall be provided as per necessicity for inspection and cleaning immediately at<br />
connection near wall on each floor, regarding laying and joining, specification of item <strong>No</strong>. 1 shall be<br />
followed. Curing of joints shall be carried out for minimum period of 10 days. M.S. clamp shall be<br />
given 3 coats of anticorrosive paints as per item <strong>No</strong>. 17 of Section F.<br />
Measuremen.t shall be taken for actual line laid with specials, and paid for on running meters of<br />
pipe line laid, based on unit rate quoted.<br />
Item <strong>No</strong>. 58 & 59 :- Providing and fixing S.W. glazed pipe for sanitary connection (sewer<br />
drain pipe) with necessary slope, including excavation, refilling trenches, the providing<br />
150mm thick B.B.C.C. 1:4:8 below joints, filling the joints with c.m. (1:1) curing etc. complete.<br />
As directed by E.I.C.<br />
(a) 100 mm Pipe.<br />
(b) 150 mm Pipe.<br />
Stoneware glazed pipe of specified diameter shall be uniformly glazed, confirming to I.S.<br />
specification laid for same. Necessary excavation for laying pipe line in level given, shall be made and<br />
pipe laid precisely to that level. Pipe shall be joined in c.m. 1:1 and B.B.C.C. 1:4:8 150mm thick shall<br />
be provided below joints so as joints are not affected due to any settlement. Joints shall be cured for<br />
period of 10 days minimum. After curing period is over trench is backfilled, and fill consolidated. For<br />
excavation and backfilling specifications in Section B for respective item shall be followed. Leak proof<br />
test be given before backfilling.<br />
Payment shall be made for Rmt. of pipes laid as described in item.<br />
Item <strong>No</strong>. 60:- Providing and fixing RCC covers for drainage manholes/chamber of various<br />
size, as directed by E.I.C.<br />
C) 450x600 mm. size or any size. For concrete work general specifications of concrete and for<br />
reinforcement specification for reinforcement as per item <strong>No</strong>. 19 shall be applicable. Thickness of the<br />
Page 72 of 78
cover to be prepard shall be 50 mm. Covers shall be prepared on pucca plateform prepared for this<br />
work with smooth surface. Crude oil or shuttering oil shall be applied on surface before casting of<br />
covers. Side shuttering shall be with bolting arrangement to keep edges straight. Top surface and<br />
side shall be finished smooth.<br />
Item <strong>No</strong>.27 : Providing & fixing White Orrisa Pan type porcelain w.c. seat of approved quality<br />
of 58 cm size including trap, necessary C.I. piping with plug bends up to soil chamber for G.F.<br />
and up to the outside wall for floors including porcelain foot rests etc., complete in working<br />
condition. & AS DIRECTD BY e.i.c.<br />
Indian type w.c. if specified size shall be of first quality and of approved make according to<br />
I.S. Specifications. It shall be fixed in B.B.C.C 1:5: 10 shall be provided in 115mm portion with<br />
required slope towards w.c. pan. Top surface shall be finished as per specified in item of I.P.S glazed<br />
or ordinary tiles, which shall be as pet item. W.C. shall be provided, with pipe from flush cock to pan,<br />
for flushing arrangement, trap with w.c. pan and 100mm C.I. pipe for trap to chamber with plug bend.<br />
For W.C. on floors, pipe with plug bend shall be provided upto main soil pipe line in wall. Foot rest of<br />
approved quality and shape shall be provided and fixed. All joints shall be in c.m. 1:1 and leak proof<br />
test be given.<br />
Rate quoted shall be for providing & fixing w.c. pan with all other accessories specified and<br />
whole thing shall be paid per <strong>No</strong>. of w.c. pan provided and fixed.<br />
Payment will be made on <strong>No</strong>. basis. Rate quoted shall be for all materials, labour, tool, plants, etc.<br />
required for job.<br />
Item no.62:- Providing & supporting the existing slab of contol room/building with wooden<br />
/steel pipe support to carry full load of slab so as to make free the loading over the wxisting<br />
walls for special repairs to be carried out in relevant items including carting ,removing etc.<br />
complete as per the instruction of the E.I.C. (support should not be removed till the main job<br />
of work is over and after permission if Engineer In Charge.) Payment shall be made after<br />
completion of main job and removal of suport from the work etc. complete.<br />
The specifications shall be applicable for the item of shuttering, & as directed by E.I.C. & as per<br />
descriptions of the item.<br />
Payment will be made on Sq, meter basis. Rate quoted shall be for all materials, labour, tool,<br />
plants, etc. required for job.<br />
Item <strong>No</strong>. 63:-Cleaning the existing colony main septic tank of appropriate size and removal of<br />
all deposited, settled debris, sludge, sewage thoroughly & disposing the same out side the<br />
sub station area as directed and cleaning the tank neatly, for reusing purpose including all<br />
tools, tackles, labours, machinery if necessary etc. complete as directed by eE.I.C.<br />
The specifications shall be applicable for the item as directed by E.I.C. & as per descriptions of the<br />
item.<br />
Payment will be made on of job basis. Rate quoted shall be for all materials, labour, tool, plants,<br />
etc. required for job.<br />
Item <strong>No</strong>.64:-Providing and adding water proofing liquid “Plast-o-proof” from perma or its<br />
equivalent during the mixing of concrete in mixture machine for R.C.C. work as per<br />
directive of E.I.C. Rate of consumption of water proof liquid is to be used as per<br />
manufacturer’s instruction (as per rate analysis)<br />
The manufacturer’s specifications shall be applicable & as directed by E.I.C.<br />
item <strong>No</strong>.65:-Painting of existing chain link fencing angle frame and bidding flats including<br />
removing/scraping existing paint rust etc. by sand paper and paint 2 coats of approved<br />
make silver paint as directed by E.I.C.<br />
The specifications of painting work to the IRON WORK shall be applicable, & as directed By<br />
E.I.C...<br />
Payment will be made on <strong>No</strong>. Of pannel basis Rate quoted shall be for all materials, labour,<br />
tool, plants, etc. required for job.<br />
Page 73 of 78
Item no. 66:-Painting of existing M.S. angle post of chain link fencing including removing<br />
of existing paint and rusting and applying 2 coats of oil paint as directed by E.I.C. or<br />
Approved shade & make etc. complete<br />
The specifications of painting work to the IRON WORK shall be applicable, & as directed By<br />
E.I.C.. Payment will be made on <strong>No</strong>. Of angle post basis. Rate quoted shall be for all materials,<br />
labour, tool, plants, etc. required for job.<br />
Item <strong>No</strong>.67:-Removing existing damaged tarfelting work by chipping using chemical and wire<br />
brush etc. including disposing the same within the lead of 300 mtr. Radious . work are to be carried<br />
out as per th instruction if Engineer-In-Charge.<br />
The specifications shall be applicable, as directed By E.I.C..<br />
Payment will be made on Sq. meter basis. Rate quoted shall be for all materials, labour, tool,<br />
plants, etc. required for job.<br />
Item <strong>No</strong>.68:-Repairing of existing door, window, ventilator, cupboard, etc. by making oiling<br />
and with minor repairing and I n working condition including providing new fixtures and<br />
fastening which are missing/broken, i.e. like hinges, tower bolt, chapras, aldrops, etc as per<br />
existing manner as directed by Engineer-In Charge.<br />
The specifications shall be applicable, as directed By E.I.C...<br />
Payment will be made on <strong>No</strong>. basis. Rate quoted shall be for all materials, labour, tool, plants, etc.<br />
required for job.<br />
Item <strong>No</strong>.69:-Providing & Laying form work of 6 mm. thick M.S. plate and 50x50x6mm. M.S.<br />
angle with providing runners & rafter at @1.00 meter C/C on both ways, Providing vertical<br />
adjustable angle support at each junction point of runners and rafter by making square<br />
column of M.S. Angle with required diagonal tie with nut bolts or welding as 1?2 height of<br />
shuttering for Extra strengthening and giving required slope, leak proof work as per<br />
instructions. Measurement will be paid on top flat area of form work only. With all required<br />
materials, tools, tackles etc. This work is to be carried out in live control room and hence<br />
proper care should be taken, for any accidentor any power failure during entire work etc.<br />
complete as directed by Engineer-In Charge.<br />
The specifications shall be applicable, as per description of the item & as directed By<br />
E.I.C..Payment will be made on Sq. meter basis. Rate quoted shall be for all materials, labour, tool,<br />
plants, etc. required for job.<br />
For Water proofing (IPS) / Anti termite treatment:<br />
“The contractor shall submit performance of the above treatment item at the rate of 20% of cost of<br />
item of work order in the from of FDR of Schedule bank / Nationalised bank in favour of GETCO E E<br />
(TR), VARTEJ for a period of five years from actual date of complication of work on non judicial stamp<br />
paper of appropriate value in approved format of GETCO. In the event of unsatisfactory performance<br />
of above treatment work, the EE (TR), VARTEJ shall carryout necessary remedial/rectification work<br />
that may be necessary in the opinion of GETCO at no extra cost failing which FDR shall be enchased<br />
by GETCO. The FDR shall be released only after satisfactory complition of performance period of five<br />
years.”<br />
For GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED<br />
EXECUTIVE ENGINEER (TR)<br />
GETCO, TR. D.O. VARTEJ.<br />
SIGNATURE OF CONTRACTOR<br />
We accept the above conditions…<br />
Contractor’s Representative legible signature: ______________________<br />
Name of the person: __________________________________________<br />
Seal of the company<br />
Date & place: ______________________________________________<br />
Page 74 of 78
DIVISION OFFICE GETCO, 220 KV SUB STATION CAMPUS, BHAVNAGAR-RAJKOT ROAD,<br />
VARTEJTRANS.DIVISION - 364060<br />
Telephone <strong>No</strong>.: 0278- 2540629 Fax <strong>No</strong>.: 0278-2540156 Email: eetrvartej@rediffmail.com<br />
<strong>Tender</strong> <strong>No</strong>: - <strong>VRTD</strong>/T/<strong>09</strong>/2013/1813 Dt: 04.06.2013<br />
“SCHEDULE – B”<br />
Name of Work: PROVIDING AND LAYING DRAINAGE PIPE LINE WITH<br />
SEPTIC TANK & SOAK PIT AT 220 KV VARTEJ COLONY<br />
AREAS.<br />
SR.<br />
<strong>No</strong>. DESCRIPTION QTY. UNIT RATE AMOUNT<br />
1 Providing and laying (two level or slopes) and<br />
jointing reinforced concrete light duty, nonpressure<br />
pipes I.S> class NP/2 of 150 mm Dia internal<br />
diameter with collars and butt ends prepared for<br />
collar joints including testing of units<br />
complete.(item includes with necessary excavatin<br />
in all types of strata and all types of road<br />
surfaces,back filling, disposing the surplus earth<br />
upto any leas & lift if any,CC bedding below pipes<br />
etc comp as directed by EIC.(R & B SOR 12-13 Pg<br />
no 107 Item no 7/24.22((D))<br />
2 Providing and laying (two level or slopes) and<br />
jointing reinforced concrete light duty, nonpressure<br />
pipes I.S> class NP/2 of 300 mm Dia internal<br />
diameter with collars and butt ends prepared for<br />
collar joints including testing of units<br />
complete.(item includes with necessary excavatin<br />
in all types of strata and all types of road<br />
surfaces,back filling, disposing the surplus earth<br />
upto any leas & lift if any,CC bedding below pipes<br />
etc comp as directed by EIC.(R & B SOR 12-13 Pg<br />
no 107 Item no 7/24.22((D))<br />
3 Providing & Fixing appd quality SW Gully trap with<br />
CI Grating, brick masonary chamber & water tight<br />
CI cover with frame of 300 x 300 mm size inside<br />
with standard weight (B) 150 x 100 mm size P or S<br />
type.<br />
(R & B SOR 12-13 Pg no 107 Item no 6/24.19((b))<br />
170.00 Rmt 174.00 29580.00<br />
70.00 Rmt 304.00 21280.00<br />
15.00 <strong>No</strong>s 1373.00 20595.00<br />
Page 75 of 78
4 Providing B.B. Masonry inspection chamber<br />
(MANHOLE) of approved size including light type<br />
C.I. Cover with frame, necessary excavation<br />
bottom concreting of B.B.C.C. (1:4:8) 150mm.<br />
thick/ 225mm. thick B.B. Masonry in C.M.(1:6)<br />
12mm thick cement plaster in C.M.(1:3) inside & to<br />
all exposed faces up to 300mm. below ground<br />
level, curing etc., including disposal off surplus<br />
excavated earth up to radius of 300 mt. including 3<br />
coats of white or colour wash to all exposed<br />
finished surface etc. complete as directed by<br />
E.I.C., rate is inclusive of cost of the Cemrnt.<br />
(B.B.MASONRY UPTO 1000mm. DEPTH.)(c) 450<br />
X 450 mm. Clear size.(GETCO SOR Sec N<br />
Drainage item no 8(d)<br />
5 Providing B.B. Masonry inspection chamber<br />
(MANHOLE) of approved size including light type<br />
C.I. Cover with frame, necessary excavation<br />
bottom concreting of B.B.C.C. (1:4:8) 150mm.<br />
thick/ 225mm. thick B.B. Masonry in C.M.(1:6)<br />
12mm thick cement plaster in C.M.(1:3) inside & to<br />
all exposed faces up to 300mm. below ground<br />
level, curing etc., including disposal off surplus<br />
excavated earth up to radius of 300 mt. including 3<br />
coats of white or colour wash to all exposed<br />
finished surface etc. complete as directed by<br />
E.I.C., (B.B.MASONRY UPTO 1000mm. DEPTH.) -<br />
600X600mm. Clear size.<br />
6 --DO-- As item (8) above but up to the depth<br />
1500mm<br />
7 Providing 2500mm internal diameter and 4mt.<br />
deep soak pit including excavation in all types of<br />
soil and soft rock and BBCC (1:4:8) bedding<br />
300mm thick below masonry and 450mm thick<br />
B.B. masonry in C.M. (1:6) up to 1000mm height<br />
350mm thick for further 1000mm and 230mm thick<br />
for the remaining height and 100mm thick R.C.C.<br />
slab with 600x600mm C.I. heavy cover with frame<br />
with necessary reinforcement as per design and<br />
C.I. vent pipe 1800mm long with B.B. masonry<br />
pillar 350x350x450mm plastered all around filling<br />
40 to 50mm size brick bats up to 1.5 metre depth<br />
including 16mm dia. M.S. 'U' stage steps refilling<br />
etc. Complete as directed and including disposing<br />
off the surplus excavated earth up to lead of 300<br />
metre radius including 3 coats of white or colour<br />
wash to all exposed finished surface etc. Complete<br />
as directed by E.I.C., with free supply of cement &<br />
steel by the <strong>Board</strong>.<br />
12.00 <strong>No</strong>s 1495.00 17940.00<br />
15.00 <strong>No</strong>s 2242.00 33630.00<br />
3.00 <strong>No</strong>s 2702.00 8106.00<br />
1.00 <strong>No</strong>s 19550.00 19550.00<br />
Page 76 of 78
8 Excavation for foundation above 1.50 m Depth<br />
including sorting out and stacking of useful<br />
materials & Refilling the sides of the trenches and<br />
disposing of the excavated stuff up to 200 meter<br />
lead - Dense or Hard Soil [ R & B SOR Pg no. 17<br />
Item no. 1(b )]<br />
9 Providing and laying cement concrete 1:4:8 (1<br />
Cement : 4 Coarse and : 8 black crushed stone<br />
aggregate 40mm nominal size ) and curing<br />
complete- Foundation and plinth.<br />
[ R & B SOR Pg no. 20 Item no. 5(5.3.3 )]<br />
10 Brick work using common Brunt clay building<br />
bricks having crushing strength not less than 35<br />
Kg./Sqcm. In foundation and plinth in cement<br />
mortar 1:6 (1cement : 6 fine sand) Conventional<br />
[ R & B SOR Pg no. 20 Item no. 2(6.13 )]<br />
11 Providing & laying control cement concrete M-20<br />
as per mix design exposed work with curing etc.<br />
complete including the cost of ply wood / steel<br />
sheathing form work & adjustable tubular steel<br />
supports / Props. but excluding the cost of<br />
reinforcement.G.F+F.F - slab ,Chhaja, & Lintel [ R<br />
& B SOR Pg no. 24 Item no. 23(5.8.2 )]<br />
12 Providing & fixing approved quality light type C.I.<br />
Manhole covers with water tight C.I. Frame &<br />
fixing the same in concrete etc. complete as<br />
directed by E.I.C. (B) 450X600MM SIZE<br />
[GETCO SOR Pg no 4 Sec N Item no. 15 (d)]<br />
13 Providing & fixing 75mm dia. CI Cowl vent of light<br />
type. [GETCO SOR Pg no 7 Sec N Item no. 26]<br />
14 Providing 15mm thick cement plaster single coat<br />
on masonary/bela/concrete wall/ceiling for<br />
plastering up to any floor level finished even and<br />
smooth in cement mortar 1:3 (1 Cement : 3 sand)<br />
finished with floating coat of neat cement slurry .<br />
[ R & B SOR Pg no. 82 Item no. 2(17.60.1 )]<br />
15 Providing & laying rigid 10 kg/cm2 PVC drainage<br />
pipe including necessary fittings like bend, tee,Y<br />
bend plug etc. fixed with wall by means of clamps<br />
& nails with water tight joints by approved solution<br />
etc. complete as directed by EIC. (A) 75mm dia.<br />
Pipe<br />
[Rate as per navagam kukad W.O.]<br />
16 Providing & laying rigid 10 kg/cm2 PVC drainage<br />
pipe including necessary fittings like bend, tee,Y<br />
bend plug etc. fixed with wall by means of clamps<br />
& nails with water tight joints by approved solution<br />
etc. complete as directed by EIC. (B) 100mm dia.<br />
Pipe<br />
[Rate as per navagam kukad W.O.]<br />
17.00 Cmt. 96.00 1632.00<br />
1.00 Cmt. 2212.00 2212.00<br />
8.00 Cmt. 3282.00 26256.00<br />
1.15 Cmt. 4<strong>09</strong>7.00 4711.55<br />
3.00 <strong>No</strong>s 477.00 1431.00<br />
3.00 <strong>No</strong>s 115.00 345.00<br />
30.00 Smt. 159.00 4770.00<br />
20.00 Rmt 125.00 2500.00<br />
25.00 Rmt 200.00 5000.00<br />
Page 77 of 78
199538.55<br />
<strong>No</strong>te : Above rates are without any taxes<br />
I/WE AM/ARE WILLING TO CARRY OUT THE ABOVE WORK AT (@) ___________ _%<br />
ABOVE/BELOW (PERCENTAGE SHOULD BE WRITTEN IN FIGURES AND WORDS)<br />
PERCENTEGE ABOVE/BELOW) THE TENDER AMOUNT WORKS OUT. RS._________<br />
RUPEES (IN WORDS)______________________________________________________<br />
SIGNATURE OF CONTRACTOR<br />
Seal of the company:<br />
EXECUTIVE ENGINEER (TR)<br />
GETCO, TR. C.O. VARTEJ.<br />
Page 78 of 78