tcn - 01 · sub tender change notice (tcn) - 01. job civil, structural, architectural, etc of...
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POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
TCN - 01
Ref: PSER: SCT: SDG-C1455:TCN-01 Date: 19-04-2013
Sub Tender Change Notice (TCN) - 01.Job Civil, Structural, Architectural, etc of Balance Civil Work of 1x500 MW Unit#4 for 2x500 MW units
at Sagardighi STPP, WB.Ref 1.0 Tender no PSER:SCT:SDG-C1455:13.
2.0 BHEL’s NIT, vide reference no PSER: SCT: SDG-C1455:3238 Date: 08-04-20133.0 Other References,if any.
With reference to above, following points, relevant to tender, may please be noted and complied with while submitting the offer.
1) Revised Notice Inviting Tender (NIT) attached, superseding earlier NIT.
2) Revised BOQ cum price schedule format VOL-III- PRICE SCHEDULE, REV-01 supersedingVOL-III PRICE SCHEDULE, REV-00 issued earlier along with NIT.
Bidders are requested to submit their offer as per revised BOQ (Rev-01) only. Offer from bidders in superseded price schedule (Vol-III, REV-00) shall not be considered. Bidders are also requested to submit a declaration in techno-commercial offer that they have submitted their price bid in sealed envelope as per REVISED price schedule format (VOL-III- PRICE SCHEDULE, REV-01).
3) Revised `No deviation certificate’ is attached. Bidder to submit `No deviation certificate’ as per attached format only.
4) All other terms & conditions shall remain unchanged.
Thanking you,
Yours faithfully,for BHARAT HEAVY ELECTRICALS LTD
ENGINEER(SCT)
Encl:1.0 Revised Notice Inviting Tender (NIT).2.0 Revised BOQ cum price schedule format (VOL-III- PRICE SCHEDULE, REV-01)3.0 Revised format of `No deviation certificate’.
POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
Ref: PSER: SCT: SDG-C1455:3238-(REV-01) Date: 19-04-2013
NOTICE INVITING TENDERNOTE: INTENDING BIDDER TO PARTICIPATE MAY DOWNLOAD FROM WEB SITES
ORPURCHASE TENDERS FROM THIS OFFICE
Sealed offers in two part bid system are invited from reputed & experienced bidders meeting PRE QUALIFICATION CRITERIA as mentioned in Annexure-I, for the subject job by the undersigned on the behalf of BHARAT HEAVY ELECTRICALS LIMITED as per the tender document. Issue of tender to any bidder shall not construe that the bidder is considered to be qualified. Consideration of their offer is subject to CUSTOMER APPROVAL & compliance of loading criteria as per clause no. 9.0 of NIT specified below. Following points relevant to the tender may please be noted and complied with.
1.0 Salient Features of NIT
SL NO
ISSUE DESCRIPTION
i TENDER NUMBER PSER:SCT:SDG-C1455:13.ii Broad Scope of job Civil, Structural, Architectural, etc of Balance Civil Work of 1x500 MW Unit#4 for
2x500 MW units at Sagardighi STPP, WB.iii DETAILS OF TENDER DOCUMENTa Volume-IA General conditions of contract (Supply) Not Applicable.b Volume-IB General conditions of contract (Service) Applicable.c Volume-IC Special conditions of contract (Supply) Not Applicable.d Volume-ID Special conditions of contract (Service) Applicable.e Volume-IE Forms and Procedures etc. Applicablef Volume-IF Technical Conditions of Contract (TCC) Applicableg Volume-II Technical Specification,FQPs & Drawings:
(i) Technical Specification (PE-TS-373-600-C004)(ii) FQP-civil work (Erection)(iii) FQP-Structural Steel work (iv) Technical Specification-LPP(v) Coal Tar Specification-LPP(vi) FQP-LPP (QP NO:6922:QPC:02 Rev:01)(vii) Tech Spec-Below Ground Earthing System (PES-509-
01 Rev-02)(viii) Earthing Details-Drawing No.PE-DG-266-509-E603-
SHEET-2 to 21)(ix) Tech Spec- Clay Fly Ash Bricks(x) Drawing No-PE-DG-373-100-M001-Rev-03(xi) Drawing No-PE-DG-373-100-M002-Rev-00(xii) Drawing No-PE-DG-373-100-M003-Rev-03(xiii) Drawing No-PE-DG-373-100-M004-Rev-03(xiv)Drawing No-PE-DG-373-100-M005-Rev-03(xv) Drawing No-PE-DG-373-100-M006-Rev-03 (SHEET 1 &2)
Applicable
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 2 of 14
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(xvi)Drawing No. PE-DG-373-100-M007-Rev-01.(xvii) Drawing No. PE-DG-373-612-C002-Rev-00.(xviii) GI REPORT (Job No. 2498)
h Volume-III Price Schedule (Absolute value) Applicableiv Issue of Tender
Documents 1. Sale from BHEL PS ER office:
Start : 08-04-2013.Close:29-04-2013.
2. From BHEL website (www.bhel.com &www.jantermanter.com )Tender documents can however be downloaded from website till due date of submission.
1.Applicable
2. Applicable
v DUE DATE & TIME OF OFFER SUBMISSION
Date :29-04-2013, Time :15-00 Hrs. Place : BHEL office, Salt Lake City,-kolkata
Applicable
vi OPENING OF TENDER
Date :29-04-2013.2 hours after the latest due date and time of Offer submissionNotes:(1) In case the due date of opening of tender becomes a non-working day, tenders shall be opened on next working day at the same time.(2) Bidder may depute representative to witness the opening
of tender.
Applicable
vii EMD AMOUNT Rs.2,00,000/- Applicableviii COST OF TENDER Rs. 10,000/-. Applicableix LAST DATE FOR
SEEKING CLARIFICATION
--Not Applicable
x SCHEDULE OF Pre Bid Discussion (PBD)
-- Not Applicable(In case BHEL decides to conduct PBD, date, time & venue of PBD will be intimated suitably thru TCN.)
xi INTEGRITY PACT &DETAILS OF INDEPENDENT EXTERNAL MONITOR (IEM)
ApplicableIEM DETAILS: Shri J. M. Lyngdoh , IAS (Retd.)
Plot No. 144-145, Pragati Resort, Proddator Village & P.O., Shankarpally Road, Rangareddy Distt. (AP)- 500 033
Applicable
xii Latest updates Latest updates on the important dates, Amendments, Correspondences, Corrigenda, Clarifications, Changes, Errata, Modifications, Revisions, etc to Tender Specifications will be hosted in BHEL webpage (www.bhel.com
www.jantermanter.com and not in the newspapers. Bidders to keep themselves updated with all such information.
Shall be intimated to bidder
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 3 of 14
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2.0 The offer shall be submitted as per the instructions of tender document and as detailed in this NIT. Biddersto note specifically that all pages of tender document, including these NIT pages of this particular tender together with subsequent correspondences shall be submitted by them, duly signed & stamped on each page, as part of offer. Rates/Price including discounts/rebates, if any, mentioned anywhere/ in any form in the techno-commercial offer other than the Price Bid, shall not be entertained.
3.0 Unless specifically stated otherwise, bidder shall remit cost of tender and courier charges if applicable, in the form of Demand Draft drawn in favour of Bharat Heavy Electricals Ltd, payable at Kolkata, issuing the Tender, along with techno-commercial offer. Bidder may also choose to deposit the Tender document cost by cash at the Cash Office as stated above against sl no iv of 1, on any working day; and in such case copy of Cash receipt is to be enclosed with the Techno Commercial offer. Sale of tender Documents shall not take place on National Holidays, holidays declared by Central or State Governments and BHEL PSER,at KOLKATA, Sundays and second/ last Saturdays .
4.0 Unless specifically stated otherwise, bidder shall have to deposit through Demand Draft/Pay Order in favour of Bharat Heavy Electricals Ltd, payable at Kolkata.For other details and for ‘One Time EMD’ please refer General Conditions of Contract.
5.0 Procedure for Submission of Tenders: The Tenderers must submit their Tenders to Officer inviting Tender, as detailed below:
PART-I consisting of ‘PART-I A (Techno Commercial Bid)’ & ‘PART-I B (EMD/COSTof TENDER)’ in two separate sealed and superscribed envelopes (ENVELOPE-I & ENVELOPE-II)PART-II (Price Bid) – in sealed and superscribed envelope (ENVELOPE-III)One set of tender documents shall be retained by the bidder for their reference.
6.0 The contents for ENVELOPES and the superscription for each sealed cover/Envelope are as given below. (All pages to be signed and stamped)
Sl no Description RemarksPart-I A
ENVELOPE – I superscribed as :PART-I (TECHNO COMMERCIAL BID)TENDER NO :NAME OF WORK :PROJECT:DUE DATE OF SUBMISSION:
CONTAINING THE FOLLOWING:-i. Covering letter/Offer forwarding letter of Tenderer. ii. Duly filled-in `No Deviation Certificate' as per prescribed format to be placed
after document under sl no (i) above.Note:
a. In case of any deviation, the same should be submitted separately for technical & commercial parts, indicating respective clauses of tender against which deviation is taken by bidder. The list of such deviation shall be placed after document under sl no (i) above. It shall be specifically noted that deviation recorded elsewhere shall not be
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entertained.b. BHEL reserves the right to accept/reject the deviations without
assigning any reasons, and BHEL decision is final and binding. i). In case of acceptance of the deviations, appropriate loading
shall be done by BHELii). In case of unacceptable deviations, BHEL reserves the right
to reject the tender
iii. Supporting documents/ annexures/ schedules/ drawing etc as required in line with Pre-Qualification criteria.It shall be specifically noted that all documents as per above shall be indexed properly and credential certificates issued by clients shall distinctly bear the name of organization, contact ph no, FAX no, etc.
iv. All Amendments/Correspondences/Corrigenda/Clarifications/Changes/ Errata etc pertinent to this NIT.
v. Integrity Pact Agreement (Duly signed by the authorized signatory) If applicablevi. Duly filled-in annexures, formats etc as required under this Tender
Specification/NITvii. Notice inviting Tender (NIT)viii. Volume – I F : Technical Conditions of Contract (TCC) ix. Volume – I D : Special Conditions of Contract (SCC)-Servicex. Volume – I B : General Conditions of Contract (GCC) -Servicexi. Volume – I E : Forms & Procedures etc.xii. Volume – I I : Technical Specification,FQPs & Drawingsxiii. Volume – III- (UNPRICED – without disclosing rates/price, but mentioning only
‘QUOTED’ or ‘UNQUOTED’ against each item.xiv. Any other details preferred by bidder with proper indexing.
PART-I BENVELOPE – II superscribed as:PART-I (EMD &/or COST of TENDER)TENDER NO :NAME OF WORK :PROJECT:DUE DATE OF SUBMISSION:
CONTAINING THE FOLLOWING:-i. 1. Earnest Money Deposit (EMD) in the form as indicated in this Tender
ORDocumentary evidence for ‘One Time EMD’ with the Power Sector
Region of BHEL floating the Tender
2. Cost of Tender ( Demand Draft or copy of Cash Receipt as the case may be)
PART-IIPRICE BID consisting of the following shall be enclosed
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 5 of 14
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ENVELOPE-IIIsuperscribed as:PART-II- (PRICE BID)TENDER NO :NAME OF WORK :PROJECT:DUE DATE OF SUBMISSION:
CONTAINING THE FOLLOWING:-i Covering letter/Offer forwarding letter of Tenderer enclosed in Part-Iii Volume III – PRICE BID ( Duly Filled in Schedule of Rates – rate/price to be
entered in words as well as figures)
OUTER COVERENVELOPE-IV (MAIN ENVELOPE / OUTER ENVELOPE) superscribed as:TECHNO-COMMERCIAL BID, PRICE BID & EMDTENDER NO:NAME OF WORK:PROJECT:DUE DATE OF SUBMISSION:
CONTAINING THE FOLLOWING:i o Envelopes I
o Envelopes IIo Envelopes III
SPECIAL NOTE : A) Your offer & documents submitted along with offer shall be signed & stamped in each page by your
authorised representative. No overwriting/ correction in tender documents by bidders shall be allowed. However, if correction is unavoidable, the same may be signed by authorized signatory.
B) All documents/ annexures submitted with the offer shall be properly annexed and placed in respective places of the offer as per enclosure list mentioned in the covering letter. BHEL shall not be responsible for any missing documents.
7.0 No Deviation with respect to tender clauses and no additional clauses/ suggestions/ in Techno-commercial bid/ Price bid shall normally be considered by BHEL. Bidders are requested to positively comply with the same.
8.0 BHEL reserves the right to accept or reject any or all Offers without assigning any reasons thereof. BHEL also reserves the right to cancel the Tender wholly or partly without assigning any reason thereof. Also BHEL shall not entertain any correspondence from bidders in this matter (except for the refund of EMD).
9.0 Assessment of Capacity of Bidders:
Bidders capacity for executing the job under tender shall be assessed ‘LOAD’ wise and ‘PERFORMANCE’ wise as per the following:
I. LOAD: Load takes into consideration ALL the contracts of the Bidder under execution with BHEL Regions, irrespective of whether they are similar to the tendered scope or not. The ‘Load’ is the sum of the unit wise identified packages (refer Table-1) for contracts with BHEL Regions. The cut off month for
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reckoning ‘Load’ shall be the month, two (2) months preceding the month corresponding to the ‘latest date of bid submission’, in the following manner:
(Note: For example if latest bid submission is in Aug 2011, then the ‘load’ shall be calculated upto and inclusive of June 2011)
i). Total number of PackagesTotal number of Packages in hand = PWhere
‘P’ is the sum of all unit wise identified packages under execution with BHEL Regions as of the cut off month defined above, including packages yet to be commenced, excepting packages which are on HOLD due to reasons not attributable to Bidder.
II. PERFORMANCE: Here ‘Monthly Performance’ of the bidder for all the packages (under execution/executed during the ‘Period of Assessment’ in all the Power Sector Regions of BHEL) SIMILAR to the packages covered under the tendered scope, excepting packages not commenced shall be taken into consideration. The ‘Period of Assessment’ shall be 6 months preceding the cut off month. The cut off month for reckoning ‘Period of Assessment’ shall be the month two (2) months preceding the month corresponding to the ‘latest date of bid submission’, in the following manner:
(Note: For example if ‘latest date of bid submission’ is in Aug 2011, then the ‘performance’ shall be assessed for a 6 month period upto and inclusive of June 2011, for all the unit wise identified packages (refer Table I)
i). Calculation of Overall ‘Performance Rating’ for ‘similar Package/Packages’ for the tendered scope under execution at Power Sector Regions for the ‘Period of Assessment’:This shall be obtained by summing up the ‘Monthly Performance Evaluation’ scores obtained by the bidder in all Regions for all the similar Package/packages’, divided by the total number of Package months for which evaluation should have been done, as per procedure below:
a) P1, P2, P3 , P4 , P5 , …. PN etc be the packages (under execution/ executed during the ‘Period of Assessment’ in all Regions) SIMILAR to the packages covered under the tendered scope, excepting packages not commenced. Total number of similar packages for all Regions = PT ( ie PT = P1 +P2 + P3 +P4 + .. PN )
b) Number of Months ‘T1’ for which ‘Monthly Performance Evaluation’ as per relevant formats, should have been done in the ‘Period of Assessment’ for the corresponding similar package P1. Similarly T2 for package P2, T3 for package P3, etc for the tendered scope. Now calculate cumulative total months ‘TT’ for total similar Packages ‘PT’ for all Regions ( i.e TT = T1 + T2 + T3+T4 + .. TN )
c) Sum ‘S1 ‘ of ‘Monthly Performance Evaluation’ Scores (S1-1, S1-2, S1-3, S1-4, S1-5,…. S1-N ) for similar package P1, for the ‘period of assessment’ ‘T1’ (i.e S1 = S1-1+ S1-2+ S1-3+ S1-4+ S1-
5+…S1-N). Similarly S2 for package P2 for period T2, S3 for package P3 for period T3, etc for the tendered scope for all Regions. Now calculate cumulative sum ‘ST’ of ‘Monthly Performance Evaluation’ Scores for total similar Packages ‘PT’ for all Regions (i.e ‘ST ’= S1+ S2+ S3+ S4+S5+…. SN.)
d) Overall Performance Rating ‘RBEHL’ for the similar Package/Packages (under execution/executed during the ‘Period of Assessment’) in all the Power Sector Regions of BHEL):
Aggregate of Performance scores for all similar packages in all the Regions = ---------------------------------------------------------------------------------------------------------------
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Aggregate of months for each of the similar package for which performance should have been evaluated in all the Regions
ST= -------
TT
e) Bidders to note that the risk of non evaluation or non availability of the ‘Monthly Performance Evaluation’ reports as per relevant formats is to be borne by the Bidder
f) Table showing methodology for calculating ‘a’, ‘b’ and ‘c’ aboveSl no
Item Description Details for all Regions Total
(i) (ii) (iii) (iv) (v) (vi) (vii) (viii) (ix) (x)1 Similar Packages for all
Regions (under execution/ executed during period of assessment)
P1 P2 P3 P4 P5 … PN Total No of similar packages for all Regions = PT
columns (iii) to (ix)
2 Number of Months for which ‘Monthly Performance Evaluation’ as per relevant formats should have been done in the ‘period of assessment for corresponding similar Package ( as in row 1)
T1 T2 T3 T4 T5 … TNcolumns (iii) to (ix)
= TT
3 Monthly performance scores for the corresponding period (as in Row 2)
S1-1,S1-2,S1-3,S1-4,…S1-T1
S2-1,S2-2,S2-3,S2-4,…S2-T2
S3-1,S3-2,S3-3,S3-4,…
S3-T3
S4-1,S4-2,S4-3,S4-4,…
S4-T4
S5-1,S5-2,S5-3,S5-4,…
S5-T5
..…………
SN-1,SN-2,SN-3,SN-4,…SN-
TN
---------
4 Sum of Monthly Performance scores of the corresponding Package for the corresponding period (as in row-3)
S1 S2 S3 S4 S5 … SN Scolumns (iii) to (ix)
= ST
ii) Calculation of Overall ‘Performance Rating’ (RBHEL) in case ‘similar Package/Packages’ for the tendered scope ARE NOT AVAILABLE, during the ‘Period of Assessment’:
This shall be obtained by summing up the ‘Monthly Performance Evaluation’ scores obtained by the bidder in all Regions for ALL the packages, divided by the total number of Package months for which evaluation should have been done. ‘RBHEL ‘ shall be calculated subject to availability of ‘performancescores’ for at least.6 ‘package months’ in the order of precedence below:a) ‘Period of Assessment.b) 12 months preceding the cut-off month c) 24 months preceding the cut-off month d) 36 months preceding the cut-off month
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In case, RBHEL cannot be calculated as above, then Bidder shall be treated as ‘NEW VENDOR’. Further eligibility and qualification of this bidder shall be as per definition of ‘NEW VENDOR’ described in ‘Explanatory Notes’
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iii) Factor “L” assigned based on Overall Performance Rating (RBHEL) at Power Sector Regions,:
Sl no Overall Performance Rating (RBHEL)
Corresponding value of ‘L’
1 =60 NA2 > 60 and 65 0.43 > 65 and 0.354 > 70 and 5 0.255 > 75 and 0.26 0 NA
III. ‘Assessment of Capacity of Bidder’: ‘Assessment of Capacity of Bidder’ is based on the Maximum number of packages for which a vendor is eligible, considering the performance scores of similar packages, as below:
Max number of packages PMax= (RBHEL- 60) divided by corresponding value of ‘L’ i.e. (RBHEL- 60)/L
Note: i. In case the value of PMax results in a fraction, the value of PMax is to be rounded off to next
whole numberii. For RBHEL = 60 , PMax = ‘1’iii. For RBHEL Max
The Bidder shall be considered ‘Qualified’ as per ‘Assessment of Capacity of Bidder’ for the subject Max
(where P is calculated as per clause 9.I)
IV. Explanatory note:
a) Similar package means Boiler or ESP or Piping or Turbine or Civil or Structure or Electrical or CI, etc at the individual level irrespective of rating of Plant, and irrespective of whether the subject tender is a single package or as part of combined/composite packages. Normally Boiler, ESP, Piping, Turbine, Electrical, CI, Civil, Structure, etc is considered individual level of package. For example in case the tendered scope is a Boiler Vertical Package comprising of Boiler, ESP and Power Cycle Piping (i.e the ‘identified packages as per TabIe-1 below), the ‘PERFORMANCE’ part against sl no II above, needs to be evaluated considering all the identified packages (ie Boiler, ESP and Power Cycle Piping) and finally the Bidder’s capacity to execute the tendered scope is assessed in line with III above
b) Identified Packages (Unit wise)Table-1
Civil Electrical & CI Mechanicali). Enabling worksii). Pile and Pile Capsiii). Civil Works including
foundationsiv). Structural Steel Fabrication
& Erectionv). Chimneyvi). Cooling Towervii). Others (Civil)
i). Electricalii). CIiii). Others (Elec & CI)
i). Boiler & Aux (All types including CW Piping if applicable)
ii). Power Cycle Piping/Critical Pipingiii). LP Pipingiv). ESPv). Steam Turbine Generator set &
Auxvi). Gas Turbine Generator set & Auxvii). Hydro Turbine Generator set &
Auxviii). Turbo Blower (including Steam
Turbine)
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ix). Material Handling x). Material Managementxi). Material Handling & Material
Managementxii). Others (Mechanical)
c) Bidders who have not been evaluated for at least six package months in the last 36 months in the online BHEL system for contractor performance evaluation in BHEL PS Regions, wef July’2010 shall be considered “NEW VENDOR”.
A ‘NEW VENDOR’ shall be considered qualified subject to satisfying all other tender conditions
A ‘NEW VENDOR’ if awarded a job (of package/packages identified under this clause) shall be tagged as “FIRST TIMER” on the date of first LOI from BHEL.
The “FIRST TIMER” tag shall remain till execution of work for a period of not less than 09 months, from the commencement of work of first package
A Bidder shall not be eligible for the next job as long as the Bidder is tagged as “FIRST TIMER” excepting for the Tenders which have been opened on or before the date of the bidder being tagged as ‘FIRST TIMER’.
After removal of ‘FIRST TIMER’ tag, the Bidder shall be considered ‘QUALIFIED’ for the future tenders subject to satisfying all other tender conditions including ‘Capacity Evaluation of Bidders’.
d) In the unlikely event of all bidders shortlisted against Technical and Financial Qualification criteria not meeting the criteria on ‘Assessment of Capacity of Bidders’ detailed above, OR leads to a single tender response on applying the criteria of ‘Assessment of Capacity of Bidders’ or due to non-approval by Customer, then BHEL at its discretion reserves the right to consider the further processing of the Tender based on the Overall Performance Rating ‘RBHEL’ only,starting from the upper band.
e) ‘Under execution’ shall mean works in progress as per the following:
i. up to Boiler Steam Blowing in case of Steam Generator and Auxiliaries
ii. upto Synchronisation in case of all other works excepting sl no (i) and (iii)
iii. Upto execution of at least 90% of anticipated contract value in case of Civil & Structures (unit wise), Enabling works and upto 90% of material unloading (in tonnage) as per the original contract in case of MM Package.
Note : BHEL at its discretion can extend (or reduce in exceptional cases in line with Contract conditions) the period defined against (i), (ii) and (iii) above, depending upon the balance scope of work to be completed.
f) Performance evaluation in CL 9 above is applicable to Prime bidder and consortium partner (or Technical tie up partner) for their respective scope of work
10.0 Since the job shall be executed at site, bidders must visit site/ work area and study the job content, facilities available, availability of materials, prevailing site conditions including law & order situation, applicable wage
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structure, wage rules, etc before quoting for this tender. They may also consult this office before submitting their offers, for any clarifications regarding scope of work, facilities available at sites or on terms and conditions.
11.0 For any clarification on the tender document, the bidder may seek the same in writing or through e-mail, as per specified format, within the scheduled date for seeking clarification, from the office of the undersigned. BHEL shall not be responsible for receipt of queries after due date of seeking clarification due to postal delay or any other delays. Any clarification / query received after last date for seeking clarification may not be normally entertained by BHEL and no time extension will be given.
12.0 BHEL may decide holding of pre-bid discussion [PBD] with all intending bidders as per date indicated in the NIT. The bidder shall ensure participation for the same at the appointed time, date and place as may be decided by BHEL. Bidders shall plan their visit accordingly. The outcome of pre-bid discussion (PBD) shall also form part of tender.
13.0 In the event of any conflict between requirement of any clause of this specification/ documents/drawings/data sheets etc or requirements of different codes/standards specified, the same to be brought to the knowledge of BHEL in writing for clarification before due date of seeking clarification (whichever is applicable), otherwise, interpretation by BHEL shall prevail. Any typing error/missing pages/ other clerical errors in the tender documents, noticed must be pointed out before pre-bid meeting/submission of offer else BHEL’s interpretation shall prevail.
14.0 Unless specifically mentioned otherwise, bidder’s quoted price shall deemed to be in compliance with tender including PBD.
15.0 Bidders shall submit Integrity Pact Agreement (Duly signed by authorized signatory who signs in the offer), if applicable along with techno-commercial bid. This pact shall be considered as a preliminary qualification for further participation. The names and other details of Independent External Monitor (IEM) for the subject tender is as given at point (xi) of 1 above.
16.0 The Bidder has to satisfy the Pre Qualifying Requirements stipulated for this Tender in order to be qualified. The Price Bids of only those bidders will be opened who will be qualified for the subject job on the basis of satisfying the Pre Qualification Criteria specified in this NIT as per Annexure-I (as applicable), past performance etc. and date of opening of price bids shall be intimated to only such bidders. BHEL reserves the right not to consider offers of parties under HOLD.
17.0 In case BHEL decides on a `Public Opening', the date & time of opening of the sealed PRICE BID shall be intimated to the qualified bidders and in such a case, bidder may depute one authorised representative to witness the price bid opening. BHEL reserves the right to open ‘in-camera’ the ‘PRICE BID’ of any or all Unsuccessful/Disqualified bidders under intimation to the respective bidders.
18.0 Validity of the offer shall be for six months from the latest due date of offer submission (including extension, if any) unless specified otherwise.
19.0 BHEL reserves the right to decide the successful bidder on the basis of Reverse Auction process. In such case all qualified bidders will be intimated regarding procedure/ modality for Reverse Auction process prior to Reverse Auction and price will be decided as per the rules for Reverse Auction.
However, if reverse auction process is unsuccessful as defined in the RA rules/procedures, or for whatsoever reason, then the sealed ‘PRICE BIDs’ will be opened for deciding the successful bidder. BHEL’s decision in this regard will be final and binding on bidder.
20.0 On submission of offer, further consideration will be subject to compliance to tender & qualifying requirement and customer’s acceptance, as applicable.
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 12 of 14
POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
21.0 In case the bidder is an “Indian Agent of Foreign Principals”, ‘Agency agreement has to be submitted along with Bid, detailing the role of the agent along with the terms of payment for agency commission in INR, along with supporting documents.
22.0 The bidders shall not enter into any undisclosed M.O.U. or any understanding amongst themselves with respect to tender.
23.0 Consortium Bidding (or Technical Tie up) shall be allowed only if specified in Pre Qualifying Requirement (PQR) criteria, and in such a case the details to be complied with is enclosed herewith as per Annexure-5UNLESS SPECIFIED OTHERWISE IN PQR.
24.0 The bidder shall submit documents in support of possession of ‘Qualifying Requirements’ duly self certified and stamped by the authorized signatory, indexed and properly linked in the format for PQR. In case BHEL requires any other documents/proofs, these shall be submitted immediately.
25.0 The bidder may have to produce original document for verification if so decided by BHEL.
26.0 The offers of the bidders who are on the banned list as also the offer of the bidders , who engage the services of the banned firms, shall be rejected. The list of banned firms is available on BHEL Website ( www.bhel.com).
27.0 Annexure-A -Amendment to GCC shall be read in conjunction with GCC-Volume-IB.
28.0 Order of PrecedenceIn the event of any ambiguity or conflict between the Tender Documents, the order of precedence shall be in the order below:
a. Amendments/Clarifications/Corrigenda/Errata etc issued in respect of the tender documents by BHEL
b. Notice Inviting Tender (NIT)c. Price Bid-Volume-IIId. Technical Conditions of Contract (TCC)—Volume-IFe. Technical Specification,FQPs & Drawings- Volume-IIf. Special Conditions of Contract (SCC) —Volume-IDg. General Conditions of Contract (GCC) —Volume-IBh. Forms and Procedures —Volume-IE
for BHARAT HEAVY ELECTRICALS LTD
ENGINEER (SCT)
Agency Contact detailsBHEL, PSER, Kolkata
Address DJ-9/1, Sector – II, Salt Lake, Kolkata – 700 091Phone no 033-23211796 (D)/ 1691.
EPABX – 23216130, 34, 35; Extn – 3223/ 3228/ 3229/ 3230/ 3231/3236FAX no 033-23211960E-mail [email protected] / [email protected]
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 13 of 14
POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
Enclosure01. Annexure-1: Pre Qualifying Criteria - Applicable –attached with NIT-Rev-00-issued earlier.02. Annexure-2: Revised Format of No deviation Certificate-Attached with TCN-01.03. Annexure-3: Format for Seeking clarification- attached with NIT-Rev-00-issued earlier.04. Annexure-4: Check List - attached with NIT-Rev-00-issued earlier.05. Annexure -5 Conditions for consortium/tie up - attached with NIT-Rev-00-issued earlier.06. Annexure -A-Amendment to GCC07. Integrity Pact Agreement format.(Separate) - attached with NIT-Rev-00-issued earlier.08. Other Tender documents.
NOTICE INVITING TENDER (REV-01)TENDER NO:PSER:SCT:SDG-C1455:13 Page 14 of 14
POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
Annexure -AAmendment to GCC
1. Introduction of Clause No 1.15.13 in GCC as below:
Clause No 1.15.13 : Additional security deposit (SD) has to be submitted by the successful bidder with value as follows :a) In case the Final Price of the successful bidder is greater than equal to Rs 100 Crores:
The value of additional SD shall be equal to: 0.30 X { the difference of ( 95% of BHEL’s estimate OR 95% of the party’s ‘online sealed bid’ (in case of RA)/ Paper price bid (in case of conventional paper bid), whichever is higher) and the final offered price of the successful bidder}.
b) In case the Final Price of the successful bidder is less than Rs 100 Crores:The value of additional SD shall be equal to: 0.30 X { the difference of (90% of BHEL’s estimate OR 90% of the party’s ‘online sealed bid’ (in case of RA)/ Paper price bid, whichever is higher) and the final offered price of the successful bidder}.
This additional SD shall have the same validity as that of the Security Deposit and shall be revalidated /released in the manner as spelt out for the Security Deposit as per relevant clause of GCC.
The BHEL’s estimated value shall be disclosed after RA/Paper Bid opening.
2. Clause no. 2.8.3, 2.8.4 and 2.8.5 of GCC shall be read as below:
Clause no. 2.8.3: The contractor shall comply with all applicable State and Central Laws, Statutory Rules, Regulations, Notifications, etc. such as Payment of Wages Act, Minimum Wages Act, Workmen Compensation Act, Employer’s Liability Act, Industrial Disputes Act, Employers Provident Act, Employees State Insurance Scheme, Contract Labour (Regulation and Abolition) Act, 1970, Payment of Bonus & Gratuity Act, Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996, The Building and Other Construction Workers’ Welfare Cess Act, 1996 and other Acts, Rules, and Regulations for labour/workers as applicable and as may be enacted by the State Government and Central Govt. during the tenure of the Contract and having force or jurisdiction at Site. The Contractor shall also comply with provisions of and give all such notices to the local Governing Body, Police and other relevant Authorities as may be required by the Law.
Clause no. 2.8.4: The Contractor shall obtain independent License under the Contract Labour (Regulations and Abolition) Act, 1970 for engaging contract labour as required from the concerned Authorities based on the certificate (Form- V) issued by the Principal Employer/Customer.
Clause no. 2.8.5: The contractor shall pay and bear all taxes, fees, license charges, Cess, duties, deposits, tolls, royalties, commission or other charges which may be leviable on account of his operations in executing the contract.
1.0 This preamble forms part of tender document and schedule of items. The tenderer should read thispreamble carefully in rates for various items. Clauses under this preamble shall be read in conjunction withvarious volumes of tender as per NIT together with subsequent changes/ modifications etc thereto asapplicable as on date of submission of price offer.
2.0 The work shall be carried out strictly as per specifications, description of the items in these schedule and /or engineer’s instructions.
3.0 Items of work provided in this schedule but not covered in this specification shall be executed strictly as perinstruction of the engineer.
4.0 Unless specifically mentioned otherwise in the tender document, the tenderer shall quote for the finisheditems and shall provide for the complete cost towards power, fuel, tools, tackles, equipment, constructionalplants, temporary works, labour, dismantling of all temporary piping, structures, valves, pumps, tanks &other misc. equipment, strengthening of roads/culverts/bridges etc. including arranging all clearances etc.required for carrying out different activities & tests, materials, levies, taxes, transport, layout, repairs,rectification, maintenance till handing over, supervisions, colonies, shops, establishments, overheads,profits and all incidental items not specifically mentioned but reasonably implied and necessary to completethe work according to the tender document and this schedule.
5.0 Unless otherwise specified & except for tender on lumpsum basis, for all item rate based tenders, thequantities of the various items mentioned in price schedule are approximate, based on very preliminaryinformation and may vary to any extent or to be deleted altogether. The quoted/ accepted rates shall remainfirm and valid as long as variation in total value of work executed under this contract including extra items,but excluding any price escalation, remains within +/- 30% (thirty percent) of the contract price given in theLOI/ WO.
6.0 The rates quoted shall be inclusive of cleaning of site of any vegetation, dressing and leveling etc includingfixing of grid pillars, benchmarks etc required for commencement of site activities. No separate payment willbe made towards the same.
7.0 Rates shall be quoted in figures and in words in clear legible writing. No overwriting is allowed. All scoringand cancellations should be countersigned and in case of illegibility the interpretation of engineer shall befinal. All entries shall be in English language.
8.0 All works item wise shall be measured upon completion and paid for at the rates quoted and accepted. 9.0 The tender shall be deemed to have studied the specifications, details of work to the done within the time
schedule attached and to have acquainted himself of the conditions prevailing at site. 10.0 Engineer’s decision shall be final and binding on the contractor regarding clarification of items in the
schedule with respect to the other sections/volumes of the contract.
VOLUME-IIIPRICE SCHEDULE, REV-01
Civil,Structural,Architectural , etc of Balance Civil Work of 1x500 MW Unit#4 for 2x500 MW units at Sagardighi STPP,WB.
TENDER NO - PSER:SCT:SDG-C1455:13PREAMBLE
PREAMBLETENDER NO - PSER:SCT:SDG-C1455:13
PAGE 1 OF 56VOLUME-III
PRICE SCHEDULE, REV-01SIGNATURE WITH SEAL
OF BIDDER
SL N
O D
ESC
RIP
TIO
NA
MO
UN
T (R
s)
1.0
TOTA
L P
RIC
E A
S P
ER
SC
H-2
(SE
RV
ICE
PA
RT)
.
2.0
TOTA
L P
RIC
E A
S P
ER
SC
H-3
(SU
PP
LY P
AR
T).
3.0
GR
AN
D T
OTA
L PR
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(SC
H-2
& S
CH
-3 T
OG
ETH
ER)
TEN
DER
NO
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ER:S
CT:
SDG
-C14
55:1
3SC
H-1
- TO
TAL
PRIC
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VOLU
ME-
IIIPR
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SCH
EDU
LE, R
EV-0
1C
ivil,
Stru
ctur
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rchi
tect
ural
, et
c o
f Bal
ance
Civ
il W
ork
of 1
x500
MW
Uni
t#4
for 2
x500
MW
uni
ts a
t Sag
ardi
ghi S
TPP,
WB
.
SCH-
1 - T
OTAL
PRI
CETE
NDER
NO
- PSE
R:SC
T:SD
G-C1
455:1
3
PAGE
2 OF
56VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
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s)A
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VOLU
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IIIPR
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SCH
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EV-0
1C
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Stru
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c o
f Bal
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x500
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t Sag
ardi
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TPP,
WB
.TE
ND
ER N
O -
PSER
:SC
T:SD
G-C
1455
:13
SCH
-2 -
SER
VIC
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RT
QU
AN
TITY
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
3 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
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ON
RA
TE(R
s)A
MO
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s)Q
UA
NTI
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1.4
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1726
CU
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
4 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
1.9
111
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ess
and
com
pact
edso
asto
achi
eve
atle
ast8
0%re
lativ
ede
nsity
aspe
rIS
-27
20(P
art-X
IV)
incl
udin
gsp
read
ing,
wat
erin
g,ra
mm
ing/
com
pact
ion
bym
anua
l/m
echa
nica
lm
eans
,dr
essi
ng, r
oyal
ty (i
f any
) etc
all
com
plet
e.
253
CU
M
2.0
200
CO
NC
RET
E W
OR
KS
(Pro
vidi
ngan
dpl
acin
gco
ncre
tew
ork
incl
udin
gco
stof
labo
ur,
mat
eria
lsan
deq
uipm
ent
for
hand
ling,
tran
spor
tatio
n,ba
tchi
ng,
mix
ing,
plac
ing,
vibr
atin
gan
dcu
ring,
(exc
ludi
ngco
stof
cent
erin
g,sh
utte
ring
and
rein
forc
emen
t)w
ithm
echa
nise
deq
uipm
ents
like
batc
hing
plan
t,tr
ansi
tm
ixer
,co
ncre
tepu
mp
etc
com
plet
eas
per
draw
ing,
spec
ifica
tions
and
aspe
rdi
rect
ion
ofen
gine
erfo
rth
efo
llow
ing.
Unl
ess
spec
ified
othe
rwis
e,ce
men
tw
illbe
supp
lied
byB
HEL
free
ofco
st a
s pe
r ten
der)
2.1
201
Con
cret
eof
grad
eM
7.5
(1pa
rtce
men
t,4
part
sand
,8pa
rtsof
40m
mgr
aded
aggr
egat
eby
volu
me)
asfil
ling
cour
se a
t any
dep
th b
elow
fini
shed
floo
r lev
el, u
nder
and
aro
und
foun
datio
ns/ f
loor
s, m
ass
fill e
tc.
241
CU
M
2.2
202
Con
cret
eof
grad
eM
10(1
part
cem
ent,
3pa
rtsa
nd,6
parts
of40
mm
grad
edag
greg
ate
byvo
lum
e)as
lean
conc
rete
,le
velli
ngco
urse
,m
udm
atun
der
and
arou
ndfo
unda
tions
/flo
ors
atan
yde
pth
belo
wfin
ishe
d flo
or le
vel e
tc.
747
CU
M
2.3
203
Con
cret
eof
grad
eM
15(1
part
cem
ent,
2pa
rtsa
nd,4
parts
of40
mm
grad
edag
greg
ate
byvo
lum
e)as
lean
conc
rete
,le
velli
ngco
urse
,m
udm
atun
der
and
arou
ndfo
unda
tions
/flo
ors
atan
yde
pth
belo
wfin
ishe
d flo
or le
vel e
tc.
161
CU
M
2.4
204
Con
cret
eun
der
floor
s,pa
ving
,pl
inth
prot
ectio
n,pi
peen
casi
nget
cco
mpl
ete
with
20m
mno
min
alsi
zegr
aded
agg
rega
te a
t any
dep
th b
elow
fini
shed
floo
r lev
el fo
r the
follo
win
g gr
ades
.2.
4.1
aM
15 g
rade
.32
CU
M2.
4.2
bM
20 g
rade
.13
25C
UM
2.5
205
Pro
vidi
ngan
dla
ying
desi
gnm
ixce
men
tco
ncre
teco
nfor
min
gto
IS:4
56&
IS:1
0262
-200
9fo
rre
info
rced
conc
rete
wor
ksw
ithco
arse
sand
and
grad
edha
rdst
one
aggr
egat
eof
20m
mno
min
alsi
zein
foun
datio
ns/
subs
truct
ure,
grad
esl
ab,
pavi
ng,
drai
ns,
unde
rflo
ors
etc
atan
yle
velb
elow
finis
hed
floor
leve
l,an
ysh
ape,
posi
tion
orth
ickn
ess
etc
com
plet
ein
clud
ing
use
ofpl
astic
izer
/su
perp
last
iciz
erco
nfor
min
gto
IS:9
103
(late
st)
toac
hiev
ere
quire
dsl
ump
inco
ncre
teal
lcom
plet
eas
per
spec
ifica
tion
&dr
awin
g fo
r the
follo
win
g.2.
5.1
aM
25 g
rade
.10
476
CU
M2.
5.2
bM
30 g
rade
.28
50C
UM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
5 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
2.6
206
Pro
vidi
ngan
dla
ying
desi
gnm
ixce
men
tco
ncre
teco
nfor
min
gto
IS:4
56&
IS:1
0262
-200
9fo
rre
info
rced
conc
rete
wor
ksw
ithco
arse
sand
and
grad
edha
rdst
one
aggr
egat
eof
20m
mno
min
alsi
zein
supe
rstru
ctur
eat
any
leve
lab
ove
finis
hed
floor
leve
l,an
ysh
ape,
posi
tion
orth
ickn
ess
etc
com
plet
ein
clud
ing
use
ofpl
astic
izer
/sup
erpl
astic
izer
conf
orm
ing
toIS
:910
3(la
test
)to
achi
eve
requ
ired
slum
pin
conc
rete
all
com
plet
e as
per
spe
cific
atio
n &
dra
win
g fo
r the
fol
low
ing.
2.6.
1a
M25
gra
de.
1244
3C
UM
2.6.
2b
M30
gra
de.
321
CU
M2.
720
7P
rovi
ding
and
layi
ngde
sign
mix
cem
ent
conc
rete
conf
irmin
gto
IS:4
56&
IS:1
0262
-200
9fo
rre
info
rced
conc
rete
wor
ksof
grad
eM
30gr
ade
inm
achi
nefo
unda
tions
for
TG,g
astu
rbin
e,ID
/FD
/PA
fans
,BFP
,co
alm
ills
atal
lele
vatio
nsbe
low
/abo
vefin
ishe
dflo
orle
vele
xcep
tTG
deck
and
top
deck
ssu
ppor
ted
over
vibr
atio
nis
olat
ion
syst
emin
clud
ing
addi
tion
ofsu
itabl
epl
astic
izer
conf
orm
ing
toIS
:91
03(la
test
)to
achi
eve
asl
ump
mor
eth
an12
5m
min
conc
rete
aspe
rm
anuf
actu
rer's
reco
mm
enda
tion
with
20m
mno
min
al s
ize
grad
ed a
ggre
gate
in c
oncr
ete
all c
ompl
ete
as p
er s
peci
ficat
ion
& d
raw
ing.
1044
CU
M
2.8
208
Pro
vidi
ngan
dla
ying
desi
gnm
ixce
men
tco
ncre
teas
per
IS:4
56&
IS:1
0262
-200
9of
grad
esm
entio
ned
belo
wfo
rre
info
rced
conc
rete
wor
ksus
ing
grad
edag
greg
ate
into
pde
cks
ofal
lmac
hine
foun
datio
nssu
ppor
ted
onvi
brat
ion
isol
atio
nsy
stem
(exc
ludi
ngsu
pply
and
inst
alla
tion
ofvi
brat
ion
syst
em)
and
top
deck
ofTG
foun
datio
nat
alll
evel
sin
clud
ing
addi
tion
ofsu
itabl
epl
astis
izer
sco
nfor
min
gto
IS:9
103
toac
hiev
ea
slum
pm
ore
than
125
mm
inco
ncre
teas
per
man
ufac
ture
rsre
com
men
datio
n,pr
eper
atio
nof
sche
me
forc
oncr
etin
g,ge
tting
itap
prov
edby
engi
neer
,lab
our,
mat
eria
ls,e
quip
men
t,ha
ndlin
g,ba
tchi
ng,
trans
porti
ng,
mix
ing,
pum
ping
,pl
acin
g,le
velin
g,vi
brat
ing,
com
pact
ing,
curin
g,te
stin
g,cl
eani
ngan
dre
nder
ing
the
expo
sed
surfa
cew
ithce
men
tsan
dm
orta
rto
give
asm
ooth
and
even
surfa
ce,m
aint
aini
ngan
dsu
bmitt
ing
reco
rds
ofco
ncre
ting,
petro
grap
hic
exam
inat
ion
and
pote
ntia
lrea
ctiv
ityof
aggr
egat
eet
cal
lcom
plet
eas
pers
peci
ficat
ion,
draw
ing
and
inst
ruct
ions
ofen
gine
er,i
nclu
ding
UP
Vte
stin
gas
dire
cted
byen
gine
er,r
ectif
icat
ion
ofth
ede
fect
sin
conc
retin
gob
serv
edby
ultra
-son
icpu
lse
velo
city
(UP
V)t
estin
gby
cem
ent/
epox
ygr
out
etc,
but
excl
udin
gfo
rmw
ork,
stag
ing,
rein
forc
emen
t,em
bedd
men
tsan
dte
mpe
ratu
re c
ontro
l of c
oncr
ete.
Pay
men
t ter
ms
- a) A
fter c
astin
g 75
%; b
) Afte
r rec
eipt
of u
ltras
onic
test
repo
rt - 2
5%.
2.8.
1a
M30
gra
de (w
ith 2
0 m
m n
omin
al s
ize
grad
ed s
tone
agg
rega
te).
12C
UM
2.8.
2b
M35
gra
de (w
ith 2
0 m
m n
omin
al s
ize
grad
ed s
tone
agg
rega
te).
1646
CU
M2.
920
9E
xtra
over
ST
NO
205
to20
8fo
rco
ntro
lling
ofte
mpe
ratu
reof
fresh
conc
rete
tole
ssth
an23
degr
eece
ntig
rade
usin
gic
e,in
clud
ing
allr
elat
edar
rang
emen
tsfo
rpro
vidi
ng,s
torin
gan
dm
ixin
gof
ice
with
wat
er,
cool
ing
of a
ggre
gate
s et
c. A
ll co
mpl
ete
as p
er s
peci
ficat
ion,
dra
win
g an
d in
stru
ctio
n of
eng
inee
r.
935
CU
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
6 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
2.10
210
Ext
raov
erS
TN
O20
5to
207
for
cond
uctin
gU
PV
test
for
conc
rete
atal
llev
els
incl
udin
gal
lequ
ipm
ents
,m
akin
gne
cess
ary
arra
ngem
ents
,sta
ging
,sub
mis
sion
ofre
port
etc
allc
ompl
ete
asdi
rect
edby
engi
neer
and
as p
er s
peci
ficat
ion.
201
CU
M
2.11
211
Pro
vidi
ngan
den
casi
ngof
stru
ctur
alst
eel
mem
ber
with
conc
rete
usin
gno
min
iala
ggre
gate
size
of12
.5m
mdo
wn.
Enc
ased
mem
ber
shal
lbe
wra
pped
with
wel
ded
wire
mes
h/ch
icke
nw
irem
esh
with
prop
erla
pet
cco
mpl
ete
aspe
rsp
ecifi
catio
nfo
rth
efo
llow
ing
grad
es.
Pay
men
tof
wel
ded
wire
mes
h,ch
icke
nw
ire m
esh
shal
l be
mad
e se
para
tely
.2.
11.1
bM
25 g
rade
.46
6C
UM
2.12
212
Scr
eed
conc
rete
conf
orm
ing
toIS
456
with
coar
sesa
ndan
dgr
aded
hard
ston
eag
greg
ate
12.5
mm
/6m
m n
omin
al s
ize
on th
e ro
of a
t any
leve
l or t
hick
ness
, dra
ins
etc
com
plet
e as
per
follo
win
g.2.
12.1
a1:
2:4
(1 p
art c
emen
t, 2
part
sand
, 4 p
arts
of a
ggre
gate
by
volu
me)
.43
3C
UM
2.13
213
Pro
vidi
ngan
dla
ying
desi
gnm
ixce
men
tcon
cret
eas
per
IS:4
56&
IS:1
0262
-200
9fo
rre
info
rced
conc
rete
wor
ksus
ing
grad
edag
greg
ate
for
conc
rete
inpr
ecas
tw
orks
like
roof
slab
s/tr
ench
cove
rs,
fins,
linte
ls,
chaj
as,
beam
s,co
lum
ns,
wal
lpa
nels
,fa
cias
etc.
atal
lle
vels
inal
lki
nds
ofw
ork
incl
udin
gfo
rmw
ork/
mou
lds,
curin
g,re
nder
ing
the
top
expo
sed
surfa
cew
ithce
men
tsa
ndm
orta
r(1
:3),
hand
ling,
stor
ing,
trans
potin
g,al
llea
ds,e
rect
ion
with
outd
amag
e,se
tting
inpo
sitio
nw
ithce
men
tsa
ndm
orta
r(1
:3),
fillin
gth
ega
psbe
twee
nad
jace
ntpr
eaca
stun
itsw
ithM
30gr
ade
conc
rete
orce
men
tsa
ndm
orta
r(1
:3)
and
incl
udin
gm
akin
gof
hole
sfo
rbo
ltsfo
rfix
ing,
wel
ding
etc
com
plet
ew
ithgr
aded
aggr
egat
e(2
0/12
.5/1
0m
m) a
nd a
s pe
r spe
cific
atio
n an
d dr
awin
g fo
r fol
low
ing
grad
es.
2.13
.1a
M25
gra
de.
120
CU
M2.
1421
4P
rovi
ding
and
layi
ngde
sign
mix
cem
entc
oncr
ete
aspe
rIS
:456
,IS
:337
0&
IS:1
0262
-200
9fo
rre
info
rced
conc
rete
wor
ksus
ing
grad
edag
greg
ate
for
conc
rete
inw
ater
reta
inin
g/co
nvey
ing
stru
ctur
esin
clud
ing
addi
tion
ofsu
itabl
epl
astis
izer
cum
wat
erpr
oofin
gce
men
tadd
itive
sco
nfirm
ing
toIS
:910
3la
test
toac
hiev
ea
slum
pm
ore
than
125
mm
inco
ncre
teas
per
man
ufac
ture
rsre
com
men
datio
nan
dco
nfor
min
gto
limits
ofpe
rmea
bilit
yas
perI
S:2
545
and
spec
ifica
tion
with
20m
mno
min
alsi
zegr
aded
aggr
egat
efo
rfol
low
ing
grad
es.
2.14
.1a
M25
gra
de.
2729
CU
M2.
1521
5D
ism
antli
ngco
ncre
tew
ork
fora
llty
pes
ofst
ruct
ures
atal
llev
els
incl
udin
gst
acki
ngof
serv
icab
lem
ater
ial
toa
lead
of50
0m
and
disp
osal
ofun
serv
icab
lem
ater
ialu
pto
ale
adof
2km
,cut
ting
ofre
info
rcem
ent,
labo
ur,e
quip
men
t,sa
fety
prec
autio
nset
cal
lcom
plet
eas
per
draw
ings
,spe
cific
atio
nan
din
stru
ctio
nsof
engi
neer
.2.
15.1
aP
lain
cem
ent c
oncr
ete
of a
ll gr
ades
.12
0C
UM
2.15
.2b
Rei
nfor
ced
cem
ent c
oncr
ete
of a
ll gr
ades
.16
1C
UM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
7 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
2.16
216
Chi
ppin
gof
conc
rete
inre
info
rced
conc
rete
wor
k,cu
tting
pock
ets,
mak
ing
open
ings
atal
lle
vels
and
acco
rdin
gto
shap
es,d
ispo
salo
fwas
tem
ater
ials
upto
ale
adof
2km
asdi
rect
edby
engi
neer
incl
udin
geq
uipm
ent,
safe
typr
ecau
tions
,m
akin
ggo
odth
ebr
oken
surfa
ceet
cal
lcom
plet
eas
per
spec
ifica
tion,
draw
ing,
inst
ruct
ions
of e
ngin
eer b
ut e
xclu
ding
cut
ting
of re
info
rcem
ent.
1C
UM
2.17
217
Ext
raov
eran
dab
ove
ST
NO
216
for
cutti
ngof
rein
forc
emen
t,al
lsi
zes
and
type
sin
clud
ing
labo
ur,
equi
pmen
t,re
turn
ofcu
tre
info
rcem
ent
tost
ore
etc
all
com
plet
eas
per
spec
ifica
tion,
draw
ings
and
inst
ruct
ions
of e
ngin
eer.
Mea
sure
men
t sha
ll be
on
the
cros
s se
ctio
nal a
rea
of re
info
rcem
ent c
ut.
120
SQ
CM
2.18
218
Cut
ting
rein
forc
edco
ncre
tew
ithm
echa
nise
dto
ols
like
core
drill
ing
mac
hine
etc
forc
uttin
gpo
cket
s,ho
les,
core
sin
slab
,be
am,
colu
mn
orfo
unda
tion
aspe
rdi
rect
ion
ofen
gine
er.
Cor
edi
a-
max
imum
100
mm
,Le
ngth
/ dep
th -
Max
imum
200
mm
.
120
NO
2.19
218A
Cut
ting
ofex
istin
gco
ncre
te/
RC
Cw
ork
(Max
imum
thic
knes
sof
conc
rete
is30
0m
m)
insi
deex
istin
gco
ntro
lroo
m/e
xist
ing
pum
pho
use/
oran
yex
istin
gst
ruct
ures
with
outd
istu
rbin
gro
utin
eop
erat
ion
atan
yle
vel
usin
gpo
wer
tool
sof
(DD
2Eof
HIL
TI/
BO
SC
Hm
ake)
with
low
nois
ean
ddu
stin
clud
ing
cutti
ngre
info
rcem
ents
,re
mov
ing
the
rubb
ish
with
ina
lead
of1
km,
incl
udin
gm
akin
ggo
odth
ebr
oken
edge
s/su
rface
with
cem
entm
orta
r,pa
intin
g,fin
ishi
ngto
mat
chw
ithex
istin
gfin
ishi
ng,s
caffo
ldin
g/su
ppor
ting
atan
yle
vel,
allc
ompl
ete
and
asdi
rect
edby
engi
neer
(mea
sure
men
tssh
allb
eta
ken
aspe
rcu
tting
surfa
cear
ea).
8S
QM
2.20
219
Pro
vidi
ngan
dap
plyi
ngcu
ring
com
poun
dof
appr
oved
mak
ew
here
ever
requ
ired
aspe
rm
anuf
actu
rer's
spec
ifica
tion.
32S
QM
3.0
300
FOR
M W
OR
KS
(Pro
vidi
ng,f
ixin
gan
dre
mov
ing
form
wor
kat
any
elev
atio
nsfo
rall
stru
ctur
es,a
spe
rspe
cific
atio
nsan
din
clud
ing
all
labo
ur,
mat
eria
l,sc
affo
ldin
gsan
dce
nter
eing
com
plet
ein
clud
ing
pock
ets
etc
com
plet
e as
per
dra
win
g, s
peci
ficat
ions
and
as
per d
irect
ion
of e
ngin
eer f
or th
e fo
llow
ing)
3.1
301
Fairf
ace
form
wor
kw
ithgo
odqu
ality
wat
erpr
oof
ply
woo
dof
requ
ired
thic
knes
san
dsm
ooth
surfa
cebe
low
finis
hed
grou
ndflo
orle
vel
for
foun
datio
ns,
foot
ings
,ba
seof
colu
mns
,w
alls
,col
umns
,pi
last
ers,
beam
s, m
ass
conc
rete
, tre
nche
s et
c.
8429
SQ
M
3.2
302
Fairf
ace
form
wor
kw
ithgo
odqu
ality
wat
erpr
oof
ply
woo
dof
requ
ired
thic
knes
san
dsm
ooth
surfa
ceab
ove
finis
hed
grou
ndflo
orle
vel
for
colu
mns
,be
ams,
susp
ende
dflo
ors,
roof
s,lin
tels
,ca
ntile
vers
,st
airc
ases
, lan
ding
s, b
alco
nies
, dom
es, a
rche
s, c
ircul
ar o
verh
ead
tank
s et
c fo
r all
heig
hts.
3646
9S
QM
3.3
303
Fairf
ace
form
wor
kw
ithgo
odqu
ality
wat
erpr
oofp
lyw
ood
ofre
quire
dth
ickn
ess
and
smoo
thsu
rface
for
TGsu
pers
truct
ure
(abo
veba
sera
ftle
vel)
incl
udin
gpr
epar
atio
nof
sche
me,
desi
gnin
g,su
bmis
sion
and
appr
oval
ofst
agin
gdr
awin
gw
ithsu
ffici
entp
rops
,bra
ces
and
ties
atev
ery
tiero
fhei
ghto
fapp
rox
4mfo
ral
l hei
ghts
.
2007
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
8 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
3.4
304
Pro
vidi
ng,f
ixin
gan
dre
mov
ing
form
wor
kin
bloc
k-ou
ts/p
ocke
tsan
dop
enin
gs(b
elow
0.1
sqm
plan
area
)at
alle
leva
tions
incl
udin
gcu
tting
,for
mat
ion
ofal
lsha
pes
and
allo
ther
oper
atio
nsre
quire
dfo
rmak
ing
the
requ
ired
shap
e an
d si
ze a
ll co
mpl
ete
as p
er s
peci
ficat
ion,
dra
win
g an
d in
stru
ctio
n of
eng
inee
r.
3.4.
1a
Upt
o 15
0 m
m d
epth
.91
NO
3.4.
2b
Poc
kets
of d
epth
s m
ore
than
150
mm
and
upt
o 30
0 m
m d
epth
.20
1N
O3.
4.3
cP
ocke
ts o
f dep
ths
mor
e th
an 3
00 m
m a
nd u
pto
600
mm
dep
th.
18N
O3.
4.4
dP
ocke
ts o
f dep
ths
mor
e th
an 6
00 m
m a
nd u
pto
1000
mm
dep
th.
26N
O3.
4.5
eP
ocke
ts o
f dep
ths
mor
e th
an 1
000
mm
and
upt
o 15
00 m
m d
epth
.5
NO
4.0
400
REI
NFO
RC
EMEN
T4.
140
1R
ecei
ptat
proj
ect
site
,st
raig
hten
ing,
cutti
ng,
bend
ing,
plac
ing
inpo
sitio
nat
any
leve
l,bi
ndin
gof
mild
stee
lrei
nfor
cem
ents
conf
orm
ing
togr
ade
1of
IS:4
32pa
rt1
inco
ncre
tein
clud
ing
cost
ofbi
ndin
gw
ire,
labo
ur, s
caffo
ldin
g, tr
ansp
orta
tion
to &
from
sto
res
etc
all c
ompl
ete
as p
er s
peci
ficat
ions
& d
raw
ings
.
80M
T
4.2
402
Pro
vidi
ng,
stra
ight
enin
g,cu
tting
,be
ndin
g,pl
acin
gin
posi
tion
atan
yle
vel,
bind
ing
inpo
sitio
nof
stee
lre
info
rcem
ents
ofTM
Tst
eelo
fgra
deFe
-500
conf
irmin
gto
IS:1
786
incl
udin
gco
stof
bind
ing
wire
,lab
our,
scaf
fold
ing,
trans
porta
tion
to&
from
stor
eset
cco
mpl
ete
all
aspe
rsp
ecifi
catio
ns,
draw
ings
and
asdi
rect
ed b
y en
gine
er. R
einf
orce
men
t ste
el w
ill b
e su
pplie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
1178
MT
4.3
406
Rec
eipt
atpr
ojec
tsite
,pro
vidi
ng,s
traig
hten
ing
cutti
ng,b
endi
ng,p
laci
ngin
posi
tion
atan
yle
vel,
bind
ing
ofm
ildst
eel
rein
forc
emen
tsin
bric
kwor
kin
clud
ing
cost
ofre
info
rcem
ent
and
bind
ing
wire
,la
bour
,sc
affo
ldin
g et
c co
mpl
ete
all a
s pe
r spe
cific
atio
ns &
dra
win
gs.
48M
T
4.4
407
Pro
vidi
ng,s
traig
hten
ing,
cutti
ng,b
endi
ng,p
laci
ngin
posi
tion
atan
yle
vel,
bind
ing
inpo
sitio
nhi
ghyi
eld
stre
ngth
stee
lrei
nfor
cem
ents
inbr
ickw
ork
incl
udin
gco
stof
bind
ing
wire
,lab
our,
scaf
fold
ing
etc
com
plet
eal
las
per
spec
ifica
tions
&dr
awin
gs.
Rei
nfor
cem
ent
stee
lwill
besu
pplie
dby
BH
EL
free
ofco
stas
per
tend
er.
48M
T
4.5
407A
Stra
ight
enin
gof
proj
ecte
dre
info
rcem
ents
from
conc
rete
colu
mn/
foun
datio
n/st
ruct
ures
,cl
eani
ngan
dre
mov
alof
conc
rete
was
te,c
uttin
gif
requ
ired,
bend
ing,
for
prep
arat
ion
for
next
stag
eof
conc
rete
atan
yle
vel,
bind
ing
inpo
sitio
nof
tor
stee
lrei
nfor
cem
ents
conf
irmin
gof
grad
eFe
-500
conf
irmin
gto
IS:1
786
incl
udin
gco
stof
bind
ing
wire
,lab
our,
etc
com
plet
eal
las
per
spec
ifica
tions
,dra
win
gsan
das
dire
cted
byen
gine
er(M
easu
rem
ent
shal
lbe
take
nat
site
aspe
rac
tual
wor
kon
join
tm
easu
rem
ent
basi
s).
Exc
avar
tion,
if a
ny, s
hall
be p
aid
sepa
rate
ly a
s pe
r rel
evan
t ite
m.
20M
T
5.0
500
WA
TER
PR
OO
OFI
NG
WO
RK
S(W
ater
proo
fing
wor
ksin
clud
ing
alll
abou
r,m
ater
ial,
equi
pmen
t,tr
ansp
orta
tion,
hand
ling,
curin
g,sa
mpl
ing,
test
ing
etc
at a
ny le
vel a
s pe
r spe
cific
atio
n, d
raw
ings
and
as
dire
cted
by
engi
neer
)
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
9 OF
106
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
5.1
501A
Pro
vidi
ngan
dla
ying
unde
rbed
grad
ing
plas
ter
with
cem
entm
orta
r1:
4(1
cem
ent:
4sa
nd)
and
aver
age
thic
knes
sof
15m
min
clud
ing
prep
arat
ion
ofsu
rface
,bat
chin
g,m
ixin
g,le
velin
get
cal
lco
mpl
ete.
Cem
ent
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.
3071
SQ
M
5.2
502A
Pro
vidi
ngan
dla
ying
rigid
insu
latio
n(e
xtru
ded
poly
styr
ene
bloc
ks)
aspe
rre
leva
ntIS
code
insu
itabl
epa
nels
over
roof
sfo
llow
edby
ala
yero
f15
mm
thic
kce
men
tsan
dpl
aste
r1:4
(1ce
men
t:4
coar
sesa
nd)
and
prov
idin
gof
expa
nsio
njo
int
atin
terv
als
and
fillin
gw
ithse
alan
tin
both
dire
ctio
nsas
per
the
reco
mm
enda
tion
ofm
anuf
actu
rer.
The
bloc
ksh
allb
est
rong
enou
ghto
with
stan
dw
ithou
tdef
orm
atio
nth
ew
orkl
oad
and
stan
dard
load
sex
pect
edon
the
roof
.C
ost
shal
lin
clud
em
akin
gof
fille
ts,
clea
ning
&pr
epar
atio
nof
surfa
ce,e
xpan
sion
join
tsin
clud
ing
fillin
gw
ithse
alan
ts(1
0m
mth
ick)
atsu
itabl
ein
terv
als
etc
all c
ompl
ete
for f
ollo
win
g. C
emen
t will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.
5.2.
1a
Ave
rage
50
mm
thic
knes
s.37
89S
QM
5.2.
2b
Ave
rage
75
mm
thic
knes
s.19
75S
QM
5.3
506
Pro
vidi
ngan
dap
plyi
ngP
Uba
sed
wat
erpr
oofin
gtre
atm
ent
with
one
coat
ofpo
lyur
etha
neor
any
othe
req
uiva
lent
mat
eria
lbas
edpr
imer
with
anap
plic
atio
nra
teof
min
imum
6sq
mpe
rlitr
ean
dtw
osu
cces
sive
liqui
dco
atin
gsof
high
solid
sco
nten
ture
than
epr
e-po
lym
ers
oreq
uiva
lent
mat
eria
lbas
edfin
ish
coat
sas
perr
elev
antI
S/A
STM
stan
dard
sto
form
anel
asto
mer
icm
embr
ane
with
over
alld
ryfil
mth
ickn
ess
1.5
mm
subj
ect
tom
inim
um50
0gm
/sqm
/co
atap
plic
atio
nra
te.
Item
incl
udes
surfa
cepr
epar
atio
n,po
lysc
rimcl
oth/
fabr
icfo
red
ges,
join
ts&
vuln
erab
lepo
ints
etc
allc
ompl
ete
aspe
rsp
ecifi
catio
nsan
ddi
rect
ions
ofen
gine
er.
6302
SQ
M
5.4
508A
Pro
vidi
ngan
dla
ying
pres
sed
prec
ast
conc
rete
tiles
of20
mm
thic
knes
san
dsi
ze60
0x60
0m
mco
nfor
min
gto
IS13
801
with
15m
mth
ick
1:4
cem
entm
orta
rov
erth
eto
pm
ostl
ayer
ofro
ofin
gtre
atm
ent
with
fine
join
tsin
clud
ing
seal
ing
ofjo
ints
(sili
con/
elas
tom
eric
seal
ant)
etc
allc
ompl
ete.
Wat
erpr
oofin
gpa
id e
lsew
here
. Cem
ent f
or m
orta
r will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.
5499
SQ
M
5.5
509
Pro
vidi
ngan
dap
plyi
ngtw
oco
ats
ofbi
tum
engr
ade
85/2
5as
per
IS:7
02(
@1.
7kg
/sq
m)w
ith1%
antis
tripp
ing
com
poun
dco
nfor
min
gto
IS:6
241
info
unda
tion,
wal
l,co
lum
net
con
conc
rete
surfa
ces
expo
sed
to s
oil/
ash
incl
udin
g su
rface
pre
para
tion
etc
all c
ompl
ete.
1646
SQ
M
5.6
512
Ant
iter
mite
chem
ical
treat
men
tof
soil
with
Chl
orop
yrifo
sem
ulsi
fiabl
eco
ncen
trate
s(1
%)
conf
orm
ing
toIS
:894
4 al
l com
plet
e.73
9S
QM
6.0
600
JOIN
TS A
ND
FIL
LER
S(J
oint
s&
fille
rsin
clud
ing
alll
abou
r,m
ater
ial,
equi
pmen
t,tr
ansp
orta
tion,
hand
ling
etc
atan
yle
vel
aspe
rsp
ecifi
catio
n,dr
awin
gsan
das
dire
cted
byen
gine
er.
For
appr
oved
mak
ean
dve
ndor
sre
fere
nce
tech
nica
l spe
cific
atio
n se
ctio
n - C
)6.
160
1S
uppl
ying
&in
stal
latio
nof
bitu
men
impr
egna
ted
fibre
boar
dco
nfirm
ing
toIS
:183
8as
join
tfill
erat
join
tsin
conc
rete
incl
udin
g na
iling
, coa
ting
of b
oth
face
s w
ith c
oal t
ar p
itch/
bitu
min
etc
all
com
plet
e.
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
10 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
6.1.
1a
12 m
m w
ide
join
ts.
32S
QM
6.1.
2b
20 m
m w
ide
join
ts.
88S
QM
6.1.
3c
25 m
m w
ide
join
ts.
5S
QM
6.1.
4d
50 m
m w
ide
join
ts.
24S
QM
6.2
602
Pro
vidi
ngan
dap
plyi
ngpo
lysu
lphi
deba
sed
seal
ant
conf
orm
ing
toIS
:121
18in
expa
nsio
njo
ints
inco
ncre
tein
clud
ing
clea
ning
ofjo
ints
,rak
ing
outg
roov
e,ap
plic
atio
nof
prim
er,s
caffo
ldin
get
c.al
lcom
plet
efo
r fol
low
ing
size
gro
oves
.6.
2.1
a12
mm
x 2
5 m
m.
185
RM
6.2.
2b
20 m
m x
25
mm
.18
5R
M6.
2.3
c25
mm
x 2
5 m
m.
96R
M6.
2.4
d50
mm
x 2
5 m
m.
96R
M6.
360
3S
uppl
ying
and
fillin
gin
posi
tion
hot
appl
ied
bitu
min
seal
ing
com
pund
(Gra
deA
)co
nfirm
ing
toIS
:183
4in
clud
ing
clea
ning
,m
ixin
g,he
atin
g,po
urin
g/in
ject
ing
seal
ing
com
poun
din
gaps
injo
ints
incl
udin
gap
plic
atio
n of
prim
er e
tc a
ll co
mpl
ete.
6.3.
1a
10 m
m x
40
mm
.11
2R
M6.
3.2
b12
mm
x 2
5 m
m.
144
RM
6.3.
3c
20 m
m x
25
mm
.80
RM
6.4
604
Sup
plyi
ngan
dfil
ling
inpo
sitio
nho
tap
plie
dbi
tum
inse
alin
gco
mpu
nd(G
rade
B)
conf
irmin
gto
IS:1
834
incl
udin
gcl
eani
ng,
mix
ing,
heat
ing,
pour
ing/
inje
ctin
gse
alin
gco
mpo
und
inga
psin
join
tsin
clud
ing
appl
icat
ion
of p
rimer
etc
all
com
plet
e.6.
4.1
a10
mm
x 4
0 m
m.
40R
M6.
4.2
b12
mm
x 2
5 m
m.
32R
M6.
4.3
c20
mm
x 2
5 m
m.
24R
M6.
560
5P
rovi
ding
and
seal
ing
ofjo
ints
with
prem
ium
grad
esi
licon
seal
ant
(Silp
ruf
ofG
Esi
licon
sor
appr
oved
equi
vale
nt)
incl
udin
gcl
eani
ngof
join
ts,r
akin
gou
tgro
ove,
join
tfill
erta
pes,
appl
icat
ion
ofpr
imer
,cur
ing,
scaf
fold
ing
etc
all c
ompl
ete
as p
er m
anuf
actu
rer's
reco
mm
enda
tion
for f
ollo
win
g si
ze g
roov
e.6.
5.1
a25
mm
x 2
5 m
m.
201
RM
6.5.
2b
50 m
m x
25
mm
.30
5R
M6.
660
6AP
rovi
ding
and
fixin
gP
VC
wat
erst
ops
injo
ints
conf
orm
ing
toIS
:122
00&
IS:1
5058
allc
ompl
ete
for
the
follo
win
g (B
ulb
or K
icke
r typ
e).
6.6.
1a
150
mm
wid
e an
d 8
mm
thic
k.5
RM
6.6.
2b
230
mm
wid
e an
d 8
mm
thic
k.16
RM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
11 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
6.6.
3c
150
mm
wid
e an
d 6
mm
thic
k.24
RM
6.6.
4d
230
mm
wid
e an
d 6
mm
thic
k.28
1R
M7.
070
0M
S EM
BED
MEN
TS(E
mbe
dmen
tsin
clud
ing
alll
abou
r,m
ater
ial,
equi
pmen
t,tr
ansp
orta
tion,
hand
ling
etc
atan
yle
vel
as p
er s
peci
ficat
ion,
dra
win
gs a
nd a
s di
rect
ed b
y en
gine
er)
7.1
701A
Tran
spor
t,fa
bric
atin
gan
dfix
ing
ofm
ildst
eel
embe
dmen
ts,
inse
rts,
angl
e,ch
anne
ls,
plat
esof
dim
ensi
ons
asre
quire
det
cin
clud
ing
wel
ding
,bol
ting,
cutti
ng,d
rillin
g,sc
affo
ldin
g,se
tting
etc
allc
ompl
ete.
Stru
ctur
al s
teel
sha
ll be
sup
plie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
42M
T
7.2
701B
Sup
ply,
fabr
icat
ing
and
fixin
gof
mild
stee
lem
bedm
ents
,in
serts
,pi
pesl
eeve
s,an
gle/
chan
nel/
beam
piec
es,
rung
sof
vario
usdi
amet
ers,
MS
roun
d,fla
ts,
plat
esof
dim
ensi
ons
asre
quire
det
cin
clud
ing
wel
ding
, bol
ting,
cut
ting,
dril
ling,
sca
ffold
ing,
set
ting
etc
all c
ompl
ete.
Con
tract
or to
sup
ply
all m
ater
ials
10M
T
7.3
702
Ass
embl
y,w
eldi
ng,
fixin
gof
embe
dmen
ts,
inse
rts,
pipe
slee
ves,
angl
epi
eces
,an
chor
bolts
ofva
rious
diam
eter
s,pl
ates
ofdi
men
sion
sas
requ
ired
etc
incl
udin
gsc
affo
ldin
g,se
tting
inpo
sitio
n,tra
nspo
rtatio
nfro
mB
HE
Lsi
test
ores
tow
ork
spot
etc
allc
ompl
ete.
Fabr
icat
edm
ater
ialw
illbe
supp
lied
byB
HE
Lfre
eof
cost
as
per t
ende
r.
88M
T
7.4
704
Rec
eipt
atsi
te,f
abric
atio
n,tra
nspo
rtatio
n,de
liver
yat
site
and
erec
tion,
inst
alla
tion
and
alig
nmen
tofm
ildst
eelf
ound
atio
nbo
ltas
sem
bly
conf
orm
ing
toIS
:206
2an
dG
rade
1of
IS:4
32in
conc
rete
alon
gw
ithnu
ts,
lock
nuts
(as
per
IS:1
363,
IS:3
64an
dIS
:313
8),w
ashe
rs,
anch
orpl
ates
,stif
fner
plat
es,p
rote
ctiv
eta
pe,
pipe
sle
eves
, tem
plat
es e
tc in
clud
ing
wel
ding
, cut
ting,
grin
ding
, thr
eadi
ng, d
rillin
g et
c al
l com
plet
e.
24M
T
7.5
705
Sup
plyi
ng,f
abric
atin
g,er
ectin
gan
din
stal
ling
follo
win
gite
ms
inco
ncre
te/
bric
kwal
lfor
allk
ind
ofw
orks
,in
clud
ing
setti
ngm
ater
ial
inco
ncre
te,
layo
ut,
scaf
folin
g,cu
tting
,fo
rmin
g,gr
indi
ng,
drill
ing,
bolti
ng,
wel
ding
, joi
ntin
g, te
stin
g et
c al
l com
plet
e. C
ontra
ctor
sha
ll su
pply
all
mat
eria
ls.
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
70%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
30%
.7.
5.1
aM
S p
ipes
of a
ll di
amet
ers.
1850
4K
G7.
5.2
bP
VC
pip
es/ c
ondu
its o
f all
diam
eter
s.72
25K
G7.
5.3
cU
PV
C p
ipes
/ con
duits
of a
ll di
amet
ers.
4817
KG
7.5.
4d
Exp
ansi
onfa
sten
ers
(mec
hani
cal
galv
anis
ed)
ofH
ILTI
mak
eor
equi
vale
ntof
safe
tens
ileca
paci
tyas
spec
ified
bel
ow fo
r bric
k w
ork
with
exp
ansi
on s
leev
e of
A6
poly
amid
e.7.
5.4.
1i
Upt
o 25
0 kg
.56
NO
7.5.
4.2
iiB
eyon
d 25
0 kg
and
upt
o 50
0 kg
.56
NO
7.5.
4.3
iiiB
eyon
d 50
0 kg
and
upt
o 75
0 kg
.12
NO
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
12 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
7.5.
5e
Exp
ansi
onfa
sten
ers
(mec
hani
cal
galv
anis
ed)
ofH
ILTI
mak
eor
equi
vale
ntof
safe
tens
ileca
paci
tyas
spec
ified
bel
ow fo
r con
cret
e w
ork
with
exp
ansi
on s
leev
e of
sta
inle
ss s
teel
.7.
5.5.
1i
Upt
o 25
0 kg
.72
NO
7.5.
5.2
iiB
eyon
d 25
0 kg
and
upt
o 50
0 kg
.72
NO
7.5.
5.3
iiiB
eyon
d 50
0 kg
and
upt
o 75
0 kg
.36
NO
7.5.
6A
fC
hem
ical
anch
ors
ofH
ILTI
mak
eor
equi
vale
ntof
safe
tens
ileca
paci
tyas
spec
ified
belo
wfo
rco
ncre
tew
ork.
7.5.
6.1
iU
pto
250
kg.
112
NO
7.5.
6.2
iiB
eyon
d 25
0 kg
and
upt
o 50
0 kg
.72
NO
7.5.
6.3
iiiB
eyon
d 50
0 kg
and
upt
o 75
0 kg
.56
NO
7.6
706
Tran
spor
tfro
mst
ore,
plac
ing,
lock
ing
and
rele
asin
gof
Vib
ratio
nIs
olat
ion
Spr
ing
(VIS
)mod
ules
over
the
foun
datio
nat
all
elev
atio
nsin
clud
ing
prov
idin
gal
las
sist
ance
unde
rth
esu
perv
isio
nof
the
supp
lier,
trans
porta
tion
from
BH
EL
stor
e,ne
cess
ary
stag
ing,
plat
form
s,le
velin
g,al
ignm
ente
tcal
lcom
plet
e.B
HE
Lw
ill s
uppl
y V
IS m
odul
es fr
ee o
f cos
t as
per t
ende
r.
95N
O
8.0
800
GR
OU
TIN
G(G
rout
ing
incl
udin
gal
lla
bour
,m
ater
ial,
equi
pmen
t,ro
ughe
ning
surf
ace,
clea
ning
,ra
mm
ing,
curin
get
cat
any
leve
lunl
ess
othe
rwis
esp
ecifi
edas
per
spec
ifica
tion,
draw
ings
and
asdi
rect
edby
eng
inee
r. Fo
r app
rove
d m
ake
and
vend
ors
refe
renc
e te
chni
cal s
peci
ficat
ion
sect
ion
- C)
8.1
801
Pro
vidi
ng&
grou
ting
with
cem
ent
slur
rym
ixof
appr
oved
ratio
usin
gpr
essu
repu
mp
for
wat
erre
tain
ing
conc
rete
stru
ctur
esas
per
appr
oved
proc
edur
ein
clud
ing
cost
ofni
pple
s/no
zzle
s,ce
men
t,ad
mix
ture
,cu
ring,
pres
sure
pum
ps,s
lurr
yag
itato
ret
cal
lcom
plet
e.C
osts
hall
incl
ude
fixin
gof
nipp
les
atm
inim
um50
0m
mce
ntre
toce
ntre
spac
ing,
cutti
ngof
nipp
les
afte
rco
mpl
etin
gof
grou
ting,
mak
ing
good
ofth
eni
pple
hole
with
appr
opria
teno
n-sh
rink
cem
ent
past
e,w
ater
tight
ness
test
etc
all
com
plet
ew
here
ver
spec
ified
in th
e dr
awin
g. C
emen
t will
be
suup
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.
52S
QM
8.2
802
Pro
vidi
ng&
grou
ting
ofpo
cket
hole
s,pi
pesl
eeve
sun
der
base
plat
es,
mac
hine
ry,
pipe
supp
ortin
gst
ruct
ures
etc
with
mix
1:1
(1ce
men
t:1
sand
)us
ing
non
shrin
kad
mix
ture
etc
allc
ompl
ete.
Cem
entw
illbe
suu
plie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
26C
UM
8.3
803
Pro
vidi
ng&
grou
ting
ofpo
cket
hole
s,pi
pesl
eeve
san
dun
der
base
plat
eof
stru
ctur
alst
eel
wor
k/m
achi
nery
/pip
esu
ppor
ting
stru
ctur
esin
clud
ing
roug
heni
ngof
surfa
ce,c
lean
ing,
ram
min
g,cu
ring
etc
all
com
plet
ew
ithm
ix1:
1:2
(1ce
men
t:1
coar
sesa
nd:2
aggr
egat
eof
6m
mdo
wn
grad
edst
onec
hip)
usin
gno
nsh
rink
adm
ixtu
re.
Cos
tof
allm
ater
iala
ndcl
eani
ngth
epo
cket
byco
mpr
esse
dai
rsh
allb
ein
the
scop
e of
the
cont
ract
or. C
emen
t will
be
suup
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.
26C
UM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
13 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
8.4
804
Pro
vidi
ng&
grou
ting
ofpo
cket
hole
s,pi
pesl
eeve
san
dun
der
base
plat
esof
stru
ctur
alst
eel
wor
k/m
achi
nery
/pip
esu
ppor
ting
stru
ctur
esin
clud
ing
roug
heni
ngof
surfa
ce,c
lean
ing,
ram
min
g,cu
ring
etc
all
com
plet
ew
ithC
onbe
xtra
GP
-1or
equi
vale
nt.
Cos
tof
all
mat
eria
lan
dcl
eani
ngof
the
pock
ets
byco
mpr
esse
d ai
r sha
ll be
in th
e sc
ope
of th
e co
ntra
ctor
.
30C
UM
8.5
805A
Pro
vidi
ng&
grou
ting
ofpo
cket
hole
s,pi
pesl
eeve
san
dun
der
base
plat
esof
stru
ctur
alst
eel
wor
k/m
achi
nery
/pip
esu
ppor
ting
stru
ctur
esin
clud
ing
roug
heni
ngof
surfa
ce,c
lean
ing,
ram
min
g,cu
ring,
etc
all
com
plet
ew
ithC
onbe
xtra
GP
X-2
oreq
uiva
lent
.C
ost
ofal
lm
ater
ial
and
clea
ning
ofth
epo
cket
sby
com
pres
sed
air s
hall
be in
the
scop
e of
the
cont
ract
or.
20C
UM
9.0
900
DO
OR
S, W
IND
OW
S, V
ENTI
LATO
RS,
LO
UVE
RS
(Doo
rs,
win
dow
s,ve
ntila
tors
,lo
uver
s,ro
ofve
ntila
tors
,ro
lling
shut
ters
,pa
rtiti
ons
incl
udin
gal
lla
bour
,mat
eria
l,eq
uipm
ents
,tra
nspo
rtat
ion,
hand
ling,
prep
arat
ion
ofw
orki
ngdr
awin
gset
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
asdi
rect
edby
engi
neer
.For
appr
oved
mak
ean
dve
ndor
sre
fere
nce
tech
nica
lspe
cific
atio
nse
ctio
n-C
.Unl
ess
othe
rwis
esp
ecifi
ed,c
ontr
acto
rsh
alls
uppl
yal
l mat
eria
ls)
9.1
901
Pro
vidi
ngan
dfix
ing
woo
den
fram
eco
nfor
min
gto
IS:4
021
mad
eof
best
qual
ityse
ason
edC
Pte
akw
ood
free
from
larg
eor
loos
ekn
ots,
crac
ksor
othe
rde
fect
sin
clud
ing
sand
pape
rsm
ooth
enin
g,ho
ldfa
sts,
bead
ing,
prim
eran
dfin
ish
pain
ting/
polis
hing
etc
allc
ompl
ete
with
prop
erw
ood
join
ery,
accu
rate
lyse
tto
requ
ired
lines
or l
evel
s an
d rig
idly
sec
ured
in p
lace
. Fin
ish
pain
ting/
pol
ishi
ng p
aid
sepa
rate
ly.
1C
UM
9.2
902
Pro
vidi
ngan
dfix
ing
teak
woo
dfra
me
pane
ldoo
rshu
ttera
spe
rIS
:100
3w
ith35
mm
x15
0m
mve
rtica
lrai
l&
35m
mx
125
mm
horiz
onta
lrai
land
12m
mth
ick
inte
rlock
edpa
nels
ofte
akw
ood
with
prop
erw
ood
join
ery
incl
udin
gbe
adin
g,pr
eper
atio
nof
wor
king
draw
ings
,God
rejo
req
uiva
lent
mak
em
ortic
elo
ckw
ithha
ndel
son
both
side
s,ap
prov
edIS
Imar
kan
odis
edfit
tings
like
door
stop
per,
300
mm
long
tow
erbo
lts,1
6x
300
mm
long
aldr
ops,
125m
mlo
ngha
ndle
son
both
side
set
cbu
tthi
nges
,slid
ing
bolt,
knob
s,(a
llfit
ting
shal
lbe
anod
ised
alum
iniu
mco
lor
dyed
),sc
rew
s,pr
imer
and
finis
hpa
intin
g/p
olis
hing
etc
allc
ompl
ete.
Fini
sh p
aint
ing/
pol
ishi
ng p
aid
sepa
rate
ly.
44S
QM
9.3
A90
3P
rovi
ding
,fitt
ing
and
fixin
gso
lidco
refa
ctor
ym
ade
woo
denf
lush
door
shut
ter
aspe
rIS
:220
2P
artI
I,35
mm
thic
kho
mog
enou
sw
ood
bond
edw
ithB
WP
type
phen
olfo
rmal
dihy
desy
nthe
ticre
sin,
parti
calb
oard
core
conf
orm
ing
toIS
:308
7Ty
peI,
35x
12m
mth
ick
teak
woo
dbe
adin
gal
laro
und
incl
udin
gpr
epar
atio
nof
wor
king
draw
ings
.God
rejo
req
uiva
lent
mak
em
ortic
elo
ckw
ithha
ndel
son
both
side
s,ap
prov
edIS
Im
ark
anod
ised
fittin
gslik
edo
orst
oppe
r,30
0m
mlo
ngto
wer
bolts
,16
x30
0m
mlo
ngal
drop
s,12
5m
mlo
ngha
ndle
son
both
side
set
cbu
tthi
nges
,slid
ing
bolt,
knob
s(a
llfit
tings
shal
lbe
anoi
dise
dal
umin
ium
colo
rdy
ed),
finis
hsy
nthe
ticpa
into
ver
prim
er,s
crew
set
cal
lcom
plet
eas
per
draw
ing,
spec
ifica
tion
and
inst
ruct
ion
of e
ngin
eer w
ith c
omm
erci
al fa
ces
and
teak
woo
d ed
ges.
Fin
ish
pain
ting
paid
sep
arat
ely.
72S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
14 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
9.4
904
Pro
vidi
ngan
dfix
ing
sing
leor
doub
lest
eeld
oors
hutte
rsw
ith45
mm
thk
flush
desi
gnsh
utte
rcom
pris
ing
oftw
oou
ter
shee
tsof
18ga
uge
stee
lsh
eets
rigid
lyco
nnec
ted
and
rein
forc
edin
side
with
cont
inuo
usve
rtica
l20
gaug
est
iffen
ers,
spot
wel
ded
inpo
sitio
nat
notm
ore
than
150
mm
once
ntre
sin
clud
ing
void
fille
dw
ithm
iner
alw
ool(
dens
ityas
per
spec
ifica
tion)
,all
fittin
gs,G
odre
jor
equi
vale
ntm
ake
mor
tice
lock
with
han
dle
on b
oth
side
s, s
hop
and
final
pai
ntin
g et
c al
l com
plet
e.P
aym
ent t
erm
s - a
) On
rece
ipt o
f mat
eria
ls a
t site
- 70
%; b
) On
com
plet
ion
of e
rect
ion
& fi
- 30
%.
112
SQ
M
9.5
905
Pro
vidi
ngan
dfix
ing
sing
leor
doub
lest
eeld
oor
shut
ters
with
18ga
uge
MS
shee
tssh
utte
rpr
esen
ting
aflu
shsu
rface
onth
eou
tsid
ean
din
side
stiff
ened
with
sem
itubu
lar
edge
and
cent
rals
tiffe
ning
rail
whi
chsh
all
conv
eyth
elo
ckin
clud
ing
fixtu
res,
God
rej
oreq
uiva
lent
mak
em
ortic
elo
ckw
ithha
ndle
onbo
thsi
des,
sho
p an
d fin
al p
aint
ing
etc
all c
ompl
ete.
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
70%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
30%
.
32S
QM
9.6
907
Pro
vidi
ngan
dfix
ing
fire
proo
fste
eldo
ors
(sin
gle
ordo
uble
shut
ter)
with
pani
cde
vice
ssh
allb
e45
mm
thk
flush
desi
gnco
mpr
isin
gof
two
oute
rsh
eets
of18
gaug
est
eels
heet
srig
idly
conn
ecte
dan
dre
info
rced
insi
dew
ithco
ntin
uous
verti
cal2
0ga
uge
stiff
ener
s,sp
otw
elde
din
posi
tion
atno
tmor
eth
an15
0m
mon
cent
ers
incl
udin
gal
lfitt
ings
,sho
ppa
intin
gw
ithap
prov
edpo
stof
fice/
sign
alre
dco
lor
fire
resi
stan
tpai
ntan
dm
iner
alw
ooli
nsul
atio
n(6
4kg
/cum
dens
ity)
com
plet
ean
dsh
allb
efir
epr
oofa
spe
rIS
:361
4,TA
Cre
quire
men
ts a
nd a
s pe
r spe
cific
atio
n. M
inim
um ra
tings
sha
ll be
2 h
rs.
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
70%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
30%
.
36S
QM
9.7
908
Pro
vidi
ngan
dfix
ing
stee
lwin
dow
s/ve
ntila
torw
ithst
eels
ectio
nsas
perI
S:1
038,
IS:1
361
&IS
:745
2la
test
revi
sion
.incl
udin
gal
lfitt
ings
,met
albe
adin
gs,h
old
fast
s,sh
opan
dfin
alpa
intin
g,gl
azin
get
cal
lcom
plet
e.G
lazi
ng s
hall
be p
aid
sepa
rate
ly.
9.7.
1a
Ope
nabl
e ty
pe.
56S
QM
9.7.
2b
Fixe
d ty
pe.
32S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
15 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
9.8
909A
Pro
vidi
ngan
dfix
ing
anod
ised
alum
iniu
mw
ork
ofJi
ndal
,Hin
dalc
oor
othe
requ
ival
enta
ppro
ved
mak
efo
rdo
orfra
mes
/sh
utte
rs,
win
dow
fram
es/
shut
ters
,ve
ntill
ator
s,pa
rtitio
ns,
raili
ng,
grill
set
cw
ithex
trude
dst
anda
rdtu
bula
ran
dot
her
sect
ions
incl
udin
gal
lfitt
ings
&fix
ture
san
dac
cess
orie
sof
appr
oved
mak
eco
nfor
min
gto
IS:7
33an
dIS
:128
5,an
odis
edan
del
ectro
colo
rdy
edto
requ
ired
shad
eac
cord
ing
toIS
:186
8(m
inim
uman
odic
coat
ing
ofgr
ade
AC
15),
fixed
with
raw
lplu
gs,e
xpan
sion
fast
ener
s,S
Ssc
rew
sor
with
fixin
gcl
ips,
incl
udin
gne
cess
ary
fillin
gof
gaps
atju
nctio
ns,a
ttop
,bot
tom
and
side
sw
ithre
quire
dP
VC
/ne
opre
nefe
ltfo
rbi
-met
talic
prot
ectio
net
cin
clud
ing
prep
erat
ion
ofw
orki
ngdr
awin
gs,
alum
iniu
mcl
eata
ngle
,alu
min
ium
snap
-on-
bead
ing
forg
lazi
ng/p
anel
ling,
stai
rcas
etre
adno
sing
,with
allf
ittin
gsan
dfix
ture
s(li
keto
wer
bolts
,han
dles
,doo
rsto
pper
with
rubb
ersh
oes,
'L'd
rops
,sta
ys,f
loor
sprin
gs,h
ydra
ulic
door
clos
ures
etc)
,C
Pbr
ass/
stai
less
stee
lsc
rew
s,pr
ovid
ing
and
fixin
ghi
nges
/pi
vots
,an
dm
akin
gpr
ovis
ion
for
fixin
gof
fittin
gw
here
ver
requ
ired
incl
udin
gco
stof
PV
C/n
eopr
ene
gask
etse
alin
gof
join
tsw
ithse
alan
tfor
wat
ertig
htne
ss,a
llco
mpl
ete
aspe
rdr
awin
g,sp
ecifi
catio
nan
din
stru
ctio
nsof
engi
neer
.G
lazi
ng a
nd p
anel
ling
shal
l be
paid
sep
erat
ely,
wei
ght o
f alu
min
ium
sec
tion
only
sha
ll be
mea
sure
.P
aym
ent t
erm
s - a
) On
rece
ipt o
f mat
eria
ls a
t site
- 70
%; b
) On
com
plet
ion
of e
rect
ion
& fi
- 30
%.
1513
2K
G
9.9
910
Pro
vidi
ngan
dfix
ing
ofal
umin
ium
com
posi
tepa
nel(
AC
P)
offo
llow
ing
thic
knes
sw
ithP
VD
For
poly
este
rco
atin
g fo
r int
erio
r par
titio
n of
app
rove
d sh
ade,
col
or e
tc a
ll co
mpl
ete
as p
er s
peci
ficat
ion.
9.9.
1b
4 m
m.
281
SQ
M9.
1091
1P
rovi
ding
and
fixin
gof
door
clos
ers
aspe
rIS
:356
4,of
appr
oved
mak
e&
qual
ityal
lco
mpl
ete
offo
llow
ing
type
.9.
10.1
aO
ver h
ead
hydr
aulic
doo
r clo
sure
s.24
NO
9.10
.2b
Floo
r mou
nted
hyd
raul
ic d
oor c
lose
rs.
24N
O9.
1191
2P
rovi
ding
and
fixin
gpr
esse
dst
eelf
ram
esfa
bric
ated
from
16ga
uge
MS
shee
tmor
tised
,rei
nfor
ced
drill
edan
dta
pped
for
hing
esan
dlo
cks
bolts
strik
es,
hold
fast
sad
just
able
floor
anch
ors,
floor
tiles
/w
eath
erba
rs, p
aint
ings
etc
all
com
plet
e as
per
spe
cific
atio
ns.
2489
KG
9.12
913
Pro
vidi
ngan
dfix
ing
inpo
sitio
nro
lling
shut
ter
ofho
trol
led
doub
ledi
pped
galv
anis
edst
eell
ath
sect
ion
of18
SW
Gte
sted
mild
stee
lstri
psat
75m
mro
lling
cent
res
inte
rlock
edto
geth
erth
roug
hth
eire
ntire
leng
than
djo
inte
dto
geth
erat
the
end
byen
dlo
cks
mou
nted
onsp
ecia
llyde
sign
edpi
pesh
aftw
ithbr
acke
ts,s
ide
guid
esan
dar
rang
emen
tsfo
rin
side
and
outs
ide
lock
ing
with
push
and
pull
oper
atio
nin
clud
ing
wire
sprin
gs,t
opco
ver,
prim
er&
shop
coat
sof
appr
oved
enam
elpa
inte
tc,a
llco
mpl
ete
aspe
rIS
:624
8an
dsp
ecifi
catio
nof
appr
oved
mak
eof
follo
win
gty
pes.
The
botto
mla
thsh
all
beco
uple
dto
alo
ckpl
ate
fabr
icat
edfro
m3
mm
thic
kga
lvan
ised
stee
lpl
ate
and
secu
rely
rivet
ted
with
stiff
enin
gan
gles
(par
tlyco
iled
and
lath
/ ful
l lat
h).
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
70%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
30%
.
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
16 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
9.12
.1a
Han
d op
erat
ed.
48S
QM
9.12
.2b
Mec
hani
cally
ope
rate
d.76
SQ
M9.
12.3
cE
lect
rical
ly o
pera
ted.
72S
QM
9.13
914
Pro
vidi
ngan
dfix
ing
PV
Cdo
ors
(25
thk
doub
lesk
in)
ofsi
ntex
oreq
uiva
lent
mak
ein
clud
ing
allf
ittin
g&
fixtu
res
as p
er s
peci
ficat
ion,
dra
win
g an
d in
stru
ctio
ns o
f eng
inee
r.P
aym
ent t
erm
s - a
) On
rece
ipt o
f mat
eria
ls a
t site
- 70
%; b
) On
com
plet
ion
of e
rect
ion
& fi
- 30
%.
96S
QM
9.14
915
Pro
vidi
ng,f
ixin
gan
dfit
ting
ofgl
azin
gof
first
grad
ecl
ass
inst
eel/
alum
iniu
m/w
oode
nfra
mes
,whe
reev
erre
quire
d, c
lean
ing
afte
r fix
ing
incl
udin
g ha
rdw
are,
gas
kets
, clip
s, b
eadi
ngs
etc
all c
ompl
ete.
9.14
.1a
4 m
m th
ick
clea
r she
et g
lass
.44
SQ
M9.
14.2
b4
mm
thic
k cl
ear f
loat
gla
ss.
72S
QM
9.14
.3c
5.5
mm
thic
k cl
ear f
loat
gla
ss.
72S
QM
9.14
.4d
6 m
m th
ick
wire
d gl
ass.
361
SQ
M9.
14.5
e4m
mth
ick
Pol
ycar
bona
tesh
eetm
ulti
(twin
)w
allf
irere
tard
anta
ndul
travi
olet
resi
stan
twith
seal
edop
ened
ges.
193
SQ
M
9.14
.6f
4 m
m th
ick
grou
nd g
lass
.88
SQ
M9.
14.7
g6
mm
thic
k tin
ted
heat
refle
ctin
g ty
pe fl
oat g
lass
.12
SQ
M9.
14.8
h6
mm
thic
k cl
ear t
ough
ened
saf
ety
glas
s.16
SQ
M9.
14.9
iTw
ono
s6
mm
thic
kcl
ear
toug
hene
dflo
atgl
ass
herm
etic
ally
seal
edan
dse
para
ted
by12
mm
thic
kai
rga
p fo
r the
rmal
insu
latio
n (o
nly
sing
le e
leva
tion
area
to b
e m
easu
red)
.36
SQ
M
9.14
.10
jTw
ono
s6
mm
thic
ktin
ted
toug
hene
dflo
atgl
ass
herm
etic
ally
seal
edan
dse
para
ted
by12
mm
thic
kai
rga
p fo
r the
rmal
insu
latio
n. O
nly
sing
le e
leva
tion
area
to b
e m
easu
red.
5S
QM
9.14
.11
kO
neou
ter
6mm
thic
ktin
ted
heat
-ref
lect
ing
type
float
glas
san
don
ein
ner
6mm
thic
kpl
ain
float
glas
she
rmet
ical
lyse
aled
and
sepe
rate
dby
12m
mth
ick
gap
for
ther
mal
insu
latio
n.O
nly
sing
leel
evat
ion
area
to b
e m
easu
red.
72S
QM
9.14
.12
l6
mm
thic
k la
min
ated
gla
ss.
4S
QM
9.15
916
Sup
plyi
ngan
dfix
ing
wea
ther
strip
ping
ofap
prov
edm
ake
and
qual
ityto
door
sas
per
inst
ruct
ions
ofen
gine
er a
nd s
peci
ficat
ion
com
plet
e.68
RM
9.16
917
Pro
vidi
ngan
dfix
ing
12m
mth
ick
BW
Ppa
rticl
ebo
ard,
deco
rativ
eve
neer
(pre
lam
inat
ed)o
nbo
thsi
des,
aspa
nels
inal
umin
ium
fram
eddo
orsh
utte
r,fix
edw
ithne
cess
ary
snap
-on-
bead
ing
etc
all
com
plet
e(e
xclu
ding
alu
min
ium
wor
ks).
68S
QM
9.17
919
Pro
vidi
ngan
dfix
ing
1m
mth
kM
Ssh
eets
lidin
gsh
utte
rsw
ithfra
me
and
diag
onal
brac
esof
50x5
0x6
angl
eiro
n,3
mm
MS
guss
etpl
ates
atju
nctio
nan
dco
rner
s,25
mm
dia
pulle
y,50
x50x
6an
gle
and
T-iro
ngu
ide
at th
e to
p an
d bo
ttom
resp
ectiv
ely
incl
udin
g pa
intin
g et
c al
l com
plet
e.
16S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
17 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
9.18
920A
Roo
fsk
ylig
htst
ruct
ure
for
atriu
mw
ith4
mm
thic
kC
ompa
ctP
olyc
arbo
nate
shee
twal
lfire
reta
rdan
tand
ultra
viol
etre
sist
ant
with
seal
edop
ened
ges
for
sky
light
for
appr
oved
shap
elik
edo
me,
pyra
mid
alet
c.Jo
ints
are
prop
erly
seal
edw
ithse
alen
t,sc
rew
sw
ithP
VC
cap,
self
tapp
ing
scre
ws,
EP
DM
rubb
erga
sket
incl
udin
gal
umin
ium
sect
ions
colo
uran
odis
edfix
edov
erst
eel
sect
ion,
prep
arat
ion
ofde
tail
wor
king
draw
ing
for
appr
oval
befo
rese
ctio
nin
clud
ing
pain
ting
ofst
eels
truct
ireco
mpl
ete
etc
allc
ompl
ete
aspe
rde
taile
ddr
awin
gan
dsp
ecifi
catio
n.S
truct
ural
stee
lwor
kre
quire
dfo
rthi
site
ms
shal
lbe
paid
sepa
rate
lyas
per S
T N
O 2
301A
.
20S
QM
9.19
921A
Pro
vidi
ngan
dfix
ing
MS
grill
sof
appr
oved
patte
rnm
ade
outo
f25
mm
x6
mm
MS
flats
and
12-2
0m
mM
Ssq
uare
bar
s on
win
dow
fram
es in
clud
ing
pain
ting
as p
er s
peci
ficat
ion.
60K
G
10.0
1000
BR
ICK
WO
RK
(Bric
kwor
km
ason
ryin
clud
ing
all
labo
ur,
mat
eria
l,eq
uipm
ent,
tran
spor
tatio
n,ha
ndlin
g,sc
affo
ldin
get
cat
all
leve
lsas
per
spec
ifica
tion,
draw
ings
and
asdi
rect
edby
engi
neer
.U
nles
ssp
ecifi
ed o
ther
wis
e, c
emen
t will
be
supp
lied
by B
HEL
free
of c
ost a
s pe
r ten
der)
10.1
1001
Pro
vidi
ngbr
ick
wor
kin
cem
ent
mor
tar
1:6
(1pa
rtce
men
t:
6pa
rtsco
arse
sand
)in
wal
ls,
cham
bers
,tre
nche
s,et
cin
thic
knes
s25
0m
mor
mor
eat
alld
epth
s,pl
aces
and
posi
tions
belo
wpl
inth
incl
udin
gra
king
out
join
ts, c
urin
g, s
caffo
ldin
g et
c co
mpl
ete
excl
udin
g pl
aste
ring
and
pain
ting.
10.1
.1c
Usi
ng b
urnt
cla
y br
icks
of c
lass
des
igna
tion
7.5
of n
omin
al d
imen
sion
.24
CU
M10
.1.2
dU
sing
bur
nt c
lay
bric
ks o
f cla
ss d
esig
natio
n 5.
0 of
nom
inal
dim
ensi
on.
24C
UM
10.1
.3A
aU
sing
flyas
hce
men
tbr
icks
conf
irmin
gto
IS:1
2894
with
crus
hing
stre
ngth
of75
kg/
cm2.
Cem
ent
for
man
ufac
turin
g of
bric
ks w
ithin
pla
nt p
rem
ises
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.20
9C
UM
10.2
1002
AP
rovi
ding
bric
kw
ork
ince
men
tmor
tar1
:6(1
part
cem
ent:
6pa
rtco
arse
sand
)in
wal
ls,c
ham
bers
,etc
inth
ickn
ess
250
mm
orm
ore
atal
lhei
ghts
,pl
aces
and
posi
tion
abov
epl
inth
incl
udin
gra
king
out
join
ts,
curin
g, s
caffo
ldin
g et
c co
mpl
ete
excl
udin
g pl
aste
ring
and
pain
ting.
10.2
.1c
Usi
ng b
urnt
cla
y br
icks
of c
lass
des
igna
tion
7.5
of n
omin
al d
imen
sion
.24
CU
M10
.2.2
dU
sing
bur
nt c
lay
bric
ks o
f cla
ss d
esig
natio
n 5.
0 of
nom
inal
dim
ensi
on.
24C
UM
10.2
.3A
aU
sing
flyas
hce
men
tbr
icks
conf
irmin
gto
IS:1
2894
with
crus
hing
stre
ngth
of75
kg/
cm2.
Cem
ent
for
man
ufac
turin
g of
bric
ks w
ithin
pla
nt p
rem
ises
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.34
12C
UM
10.3
1003
AP
rovi
ding
bric
kw
ork
ince
men
tm
orta
r1:
4(1
part
cem
ent
:4
part
coar
sesa
nd)
inpa
rtitio
nw
alls
,ch
ambe
rs,
trenc
hes,
etc
inth
ickn
ess
125
mm
atal
lhei
ghts
,pla
ces
and
posi
tion
abov
eor
belo
wpl
inth
/gr
aded
leve
linc
ludi
ngpr
ovid
ing
two
nos
6m
mdi
amet
erM
Sba
rsat
ever
yfo
urth
laye
r,ra
king
outj
oint
s,cu
ring,
scaf
fold
ing
etc
com
plet
eex
clud
ing
plas
terin
gan
dpa
intin
gas
per
spec
ifica
tion
and
draw
ing.
MS
rein
forc
emen
tba
rssh
allb
esu
pplie
dby
BH
EL
free
ofco
stas
per
tend
er.P
aym
entf
orre
info
rcem
ent
(ifpr
ovid
ed) s
hall
be p
rovi
ded
as p
er re
leva
nt it
em o
f pric
e sc
hedu
le.
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
18 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
10.3
.1a
Usi
ngfly
ash
cem
ent
bric
ksco
nfirm
ing
toIS
:128
94w
ithcr
ushi
ngst
reng
thof
75kg
/cm
2.C
emen
tfo
rm
anuf
actu
ring
of b
ricks
with
in p
lant
pre
mis
es w
ill b
e su
pplie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
546
SQ
M
10.3
.3c
Usi
ng b
urnt
cla
y br
icks
of c
lass
des
igna
tion
7.5
of n
omin
al d
imen
sion
.24
SQ
M10
.3.4
dU
sing
bur
nt c
lay
bric
ks o
f cla
ss d
esig
natio
n 5.
0 of
nom
inal
dim
ensi
on.
24S
QM
10.4
1004
AP
rovi
ding
bric
kso
ling
incl
udin
gsp
read
ing
ofea
rth,r
amm
ing,
wat
erin
gin
clud
ing
12m
mth
ick
cush
ion
ofsa
ndco
mpl
ete
but
excl
udin
gex
cava
tion
and
disp
osal
ofsu
rplu
sea
rth.
Exc
avat
ion
and
disp
osal
ofsu
rplu
s ea
rth s
hall
be m
easu
red
unde
r app
licab
le it
em u
sing
bric
k on
edg
e.10
.4.1
aU
sing
flyas
hce
men
tbr
icks
conf
irmin
gto
IS:1
2894
with
crus
hing
stre
ngth
of75
kg/
cm2.
Cem
ent
for
man
ufac
turin
g of
bric
ks w
ithin
pla
nt p
rem
ises
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.48
SQ
M
10.5
1005
Pro
vidi
ngbr
ick
solin
gin
clud
ing
spre
adin
gof
earth
,ram
min
g,w
ater
ing
incl
udin
g25
mm
thic
kcu
shio
nof
sand
com
plet
ebu
tex
clud
ing
exca
vatio
nan
ddi
spos
alof
surp
lus
earth
.E
xcav
atio
nan
ddi
spos
alof
surp
lus
earth
sha
ll be
mea
sure
d un
der a
pplic
able
item
usi
ng fl
at b
ricks
.10
.5.1
aU
sing
flyas
hce
men
tbr
icks
conf
irmin
gto
IS:1
2894
with
crus
hing
stre
ngth
of75
kg/
cm2.
Cem
ent
for
man
ufac
turin
g of
bric
ks w
ithin
pla
nt p
rem
ises
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.48
SQ
M
10.6
1006
Bre
akin
gof
exis
ting
bric
kw
ork
atal
llev
els
incl
udin
gpl
aste
ring,
rem
ovin
gth
eru
bbis
hup
toa
dist
ance
of50
0 m
incl
udin
g tra
nspo
rtatio
n, lo
adin
g, u
nloa
ding
etc
all
com
plet
e as
dire
cted
by
the
engi
neer
.28
CU
M
10.7
1007
Pro
vidi
ngan
den
casi
ngof
stru
ctur
alst
eel
mem
ber
with
mas
onar
yw
ork
arou
ndfla
nges
,web
set
c.an
dfil
ling
the
gap
betw
een
stee
lan
dm
ason
ryby
min
imum
12m
mth
ick
mor
tar.
Enc
ased
mem
ber
shal
lbe
wra
pped
with
chic
ken
wire
mes
hw
ith50
mm
lap
etc.
com
plet
eas
per
spec
ifica
tion.
(Chi
cken
wire
mes
h to
pai
d se
para
tely
)
96C
UM
10.8
1008
Pro
vidi
ngan
dla
ying
75m
mth
ick
bed
ofdr
ybr
ick
aggr
egat
ein
clud
ing
ofex
cava
tion,
disp
osal
ofsu
rplu
sea
rth s
prea
ding
of e
arth
, ram
min
g, w
ater
ing
etc
com
plet
e in
all
resp
ects
as
dire
cted
by
the
engi
neer
.36
1S
QM
10.9
1009
Mak
ing
open
ings
inex
istin
gbr
ick
wal
lorp
artit
ion
wal
linc
ludi
ngm
akin
ggo
odth
ebr
oken
edge
s/su
rface
with
cem
ent m
orta
r etc
com
plet
e.72
CU
M
10.1
010
10S
uppl
yan
dpl
acin
gin
posi
tion
mild
stee
lwire
fabr
icof
squa
rem
esh
25m
msi
zean
dw
iredi
amet
erof
2m
m fo
r enc
asin
g of
ste
el s
ectio
ns in
con
cret
e in
clud
ing
cutti
ng, b
endi
ng, f
ixin
g et
c co
mpl
ete.
257
SQ
M
10.1
110
11Fi
lling
exis
ting
bric
kw
all/
parti
tion
wal
l(M
axim
umth
ickn
ess
shal
lbe
250
mm
)op
enin
gat
all
leve
lin
clud
ing
mak
ing
good
the
brok
ened
ges/
surfa
cew
ithce
men
tm
orta
r,pa
intin
g,fin
ishi
ngto
mat
chw
ithex
istin
gfin
ishi
ng,
scaf
fold
ing/
supp
ortin
gat
any
leve
l,re
mov
alof
debr
isup
toa
lead
of1
kmin
clud
ing
load
ing,
unl
oadi
ng, t
rans
porta
tion
etc
all c
ompl
ete.
96S
QM
10.1
210
12P
rovi
ding
and
filli
ng b
rick
bats
in s
oak
pits
all
com
plet
e.32
CU
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
19 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
11.0
1100
DA
MP
PRO
OF
CO
UR
SE(D
amp
proo
fcou
rse
incl
udin
gal
llab
our,
mat
eria
l,eq
uipm
ent,
tran
spor
tatio
n,ha
ndlin
g,sh
utte
ring,
cent
erin
g,cu
ring
etc
atan
yle
vel
aspe
rsp
ecifi
catio
n,dr
awin
gsan
das
dire
cted
byen
gine
er.
Unl
ess
spec
ified
oth
erw
ise,
cem
ent w
ill b
e su
uplie
d by
BH
EL fr
ee o
f cos
t as
per t
ende
r)
11.1
1101
Pro
vidi
ngD
amp
Pro
ofC
ours
e40
mm
thic
k1:
1.5:
3co
ncre
te(1
0mm
and
dow
ngr
aded
aggr
egat
e)w
ith2%
ofap
prov
edad
mix
ture
ofw
ater
proo
fing
com
poun
dal
lcom
plet
e.Tw
ola
yers
ofho
tbitu
men
coat
ing
85/2
5gr
ade
as p
er IS
:702
@ 1
.7 k
g/ s
qm s
hall
be a
pplie
d on
e be
fore
& o
ne a
fter t
he D
PC
.
843
SQ
M
12.0
1200
CEM
ENT
MO
RTA
R P
LAST
ER(C
emen
tm
orta
rpl
aste
rin
clud
ing
mak
ing
groo
ves
whe
reev
erre
quire
din
clud
ing
all
labo
ur,
mat
eria
l,sc
affo
ldin
g,cu
ring
etc
atan
yle
vel
aspe
rsp
ecifi
catio
n,dr
awin
gsan
das
dire
cted
byen
gine
er. U
nles
s sp
ecifi
ed o
ther
wis
e, c
emen
t will
be
suup
lied
by B
HEL
free
of c
ost a
s pe
r ten
der)
12.1
1201
Pro
vidi
ng18
mm
thic
kpl
aste
rin
two
laye
rsou
tsid
eth
ebu
ildin
g/bo
unda
ryw
alli
nce
men
tmor
tar
1:6
onw
alls
,fin
ishe
dto
asm
ooth
finis
hin
clud
ing
prov
idin
g3
mm
x3
mm
size
groo
ves
atju
nctio
nsof
two
diss
imila
r mat
eria
ls a
ll co
mpl
ete.
2263
8S
QM
12.2
1201
AP
rovi
ding
18m
mth
ick
plas
ter
intw
ola
yers
outs
ide
the
build
ing/
boun
dary
wal
lin
cem
entm
orta
r1:
4on
wal
ls,
finis
hed
toa
smoo
thfin
ish
incl
udin
gpr
ovid
ing
3m
mx
3m
msi
zegr
oove
sat
junc
tions
oftw
odi
ssim
ilar m
ater
ials
all
com
plet
e.
1268
SQ
M
12.3
1202
Pro
vidi
ng12
mm
thic
kpl
aste
rins
ide
the
build
ing/
boun
dary
wal
lin
cem
entm
orta
r1:6
onw
alls
finis
hed
toa
smoo
th fi
nish
as
per s
peci
ficat
ion
all c
ompl
ete.
1812
6S
QM
12.4
1203
Pro
vidi
ng 1
2 m
m th
ick
plas
ter i
n ce
men
t mor
tar 1
:6 o
n w
alls
with
roug
h fin
ish
all c
ompl
ete.
2293
SQ
M12
.512
04P
rovi
ding
6 m
m th
ick
plas
ter o
n ce
iling
in c
emen
t mor
tar 1
:4 fi
nish
ed to
a s
moo
th a
ll co
mpl
ete.
1989
3S
QM
12.6
1205
Pro
vidi
ng12
mm
thic
kpl
aste
rin
wal
ls,d
rain
s/cu
lver
tsw
itha
past
eof
neat
cem
ent
@1
kg/
sqm
and
rubb
ed s
moo
th w
ith tr
owel
etc
all
com
plet
e.28
9S
QM
12.7
1206
Pro
vidi
ngan
dm
akin
gde
cora
tive
plas
ter
ofal
ltyp
esan
dde
sign
onw
alls
,ce
iling
s,ar
cs,
colu
mns
with
vario
us th
ickn
ess
upto
18
mm
incl
udin
g fin
ishi
ng a
ll co
mpl
ete.
57
8S
QM
12.8
1207
Form
ing
groo
veof
unifo
rmsi
zefro
m12
x12
mm
upto
20x
15m
min
plas
tere
dsu
rface
aspe
rapp
rove
dpa
ttern
,usi
ngw
oode
nba
ttens
naile
dto
the
unde
rla
yer,
incl
udin
gre
mov
alof
woo
den
batto
ns,r
epai
rof
the
edge
sof
plas
ter
pane
land
finis
hing
the
groo
veet
cco
mpl
ete
aspe
rsp
ecifi
catio
n,dr
awin
gan
dth
ein
stru
ctio
ns o
f eng
inee
r.
101
RM
12.9
1208
Pro
vidi
ngdr
ipco
arse
onpl
aste
red
surfa
ceat
alle
leva
tions
for
allt
ype
ofw
ork
such
asch
ajja
s,pa
rape
t,pr
ojec
tions
etc
incl
udin
gsc
affo
ldin
g,fin
ishi
nget
cco
mpl
ete
with
all
labo
ur,
tool
san
dpl
ants
aspe
rsp
ecifi
catio
n, d
raw
ing
and
inst
ruct
ions
of e
ngin
eer.
848
RM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
20 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
12.1
012
09P
rovi
ding
and
layi
ngen
case
men
tto
box
type
stee
lbea
ms
atal
llev
els
with
lath
plas
ter
50m
mno
min
alth
ickn
ess
with
cem
ent
plas
ter
(1:4
)ov
erch
icke
nw
irem
esh
incl
udin
gal
llab
our,
mat
eria
ls,
equi
pmen
t,ha
ndlin
g,tra
nspo
rting
,mix
ing,
plac
ing,
leve
ling,
curin
gan
dcl
eani
ng,f
inis
hing
the
expo
sed
surfa
ces
etc
incl
udin
gce
nter
ing
and
shut
terin
gal
lcom
plet
eas
pers
peci
ficat
ion,
draw
ing
and
inst
ruct
ions
ofen
ginn
er.
Chi
cken
wire
mes
h to
be
paid
sep
arat
ely.
417
SQ
M
12.1
112
10R
uled
poin
ting
inm
ason
ryin
CM
1:3
(1ce
men
tan
d3
fine
sand
)in
clud
ing
raki
ngou
tjoi
nts,
curin
get
cco
mpl
ete.
80S
QM
13.0
1300
FIN
ISH
ES T
O C
ON
CR
ETE/
PLA
STER
ED S
UR
FAC
ES(F
inis
hes,
pain
ting
toco
ncre
te,
plas
tere
dsu
rfac
esin
clud
ing
all
labo
ur,
mat
eria
l,eq
uipm
ent,
surf
ace
prep
arat
ion,
scaf
fold
ing
etc
atan
yle
vela
spe
rsp
ecifi
catio
n,dr
awin
gsan
das
dire
cted
byen
gine
er. F
or a
ppro
ved
mak
e an
d ve
ndor
s re
fere
nce
tech
nica
l spe
cific
atio
n se
ctio
n - C
)
13.1
1301
Two
orm
ore
coat
sof
whi
tew
ash/
colo
urw
ash
aspe
rIS
:627
8of
appr
oved
bran
dan
dm
anuf
actu
reto
give
an
even
sha
de in
clud
ing
a pr
imin
g co
at a
s pe
r spe
cific
atio
ns.
120
SQ
M
13.2
1302
Two
orm
ore
coat
sof
exte
rior
mas
onry
pain
t(w
ater
orso
lven
tba
se)
ofsp
ecia
lres
ins,
adhe
sive
san
dad
ditiv
esm
ixed
with
fine,
hard
ston
eag
greg
ate
and
suita
ble
pigm
ent.
The
pain
tsh
allb
eap
plie
don
aco
atof
prim
erov
erdr
ied,
prep
ared
plas
ters
urfa
ceas
man
ufac
ture
rsgu
idlin
es.T
hefin
alfin
ishe
dco
atin
gsh
allb
efu
ngus
resi
stan
t,U
Vre
sist
ant,
wat
erre
pella
nt,a
lkal
ires
ista
ntan
dex
trem
ely
dura
ble
with
colo
rfa
stne
ss a
s pe
r spe
cific
atio
n.
249
SQ
M
13.3
1303
Pro
vidi
ngan
dap
plyi
ngtw
oor
mor
eco
ats
ofoi
lbou
ndde
stem
per
aspe
rIS
:428
ofap
prov
edbr
and,
shad
ean
dm
anuf
actu
reto
give
smoo
th,h
ard,
dura
ble
&gl
ossy
finis
hov
era
coat
ofpr
imer
over
prep
ared
plas
ter s
urfa
ce a
s pe
r man
ufac
ture
rs g
uide
line.
144
SQ
M
13.4
1304
Two
orm
ore
coat
sof
acry
licdi
stem
per
ofap
prov
edbr
and
and
man
ufac
ture
togi
vean
even
shad
ein
clud
ing
a pr
imin
g co
at w
ith d
iste
mpe
r prim
er c
ompl
ete.
1884
1S
QM
13.5
1305
Pro
vidi
ngan
dap
plyi
ngtw
oor
mor
eco
ats
ofac
rylic
emul
sion
pain
tas
per
IS:5
411
ofap
prov
edbr
and,
shad
ean
dm
anuf
actu
reto
give
smoo
th,h
ard,
dura
ble
&gl
ossy
finis
hov
era
coat
ofpr
imer
over
prep
ared
plas
ter s
urfa
ce a
s pe
r man
ufac
ture
rs g
uide
line.
7768
SQ
M
13.6
1306
Pro
vidi
ngan
dap
plyi
ng2
orm
ore
coat
sof
acid
/al
kali
resi
stan
tpa
int
ofap
prov
edbr
and
and
colo
urto
floor
s,w
alls
and
ceili
ngin
clud
ing
prep
arat
ion
ofsu
rface
tore
ceiv
epa
int,
prov
idin
gan
dap
plyi
ngbi
tum
enpr
imer
conf
irmin
gto
IS:1
58co
mpl
ete
alla
spe
rm
anuf
actu
rer's
reco
mm
enda
tions
and
asap
prov
edby
engi
neer
, at a
ll he
ight
s ab
ove
or b
elow
gra
de le
vel,
com
plet
e as
per
spe
cific
atio
ns.
289
SQ
M
13.7
1307
Two
orm
ore
coat
sof
fire
resi
stan
ttra
nspa
rent
pain
tas
perI
S:1
62on
allw
oodw
ork
over
frenc
hpo
lish
aspe
rIS
:348
orfla
toil
pain
tas
per
IS:1
37of
appr
oved
grad
ean
dm
anuf
actu
reto
give
anev
ensh
ade
aspe
r spe
cific
atio
ns.
128
SQ
M
13.8
1308
Two
orm
ore
coat
sof
blac
kan
ti-co
rros
ive
bitu
mas
ticpa
intin
gof
appr
oved
bran
dan
dm
anuf
actu
reto
give
an e
ven
shad
e co
mpl
ete.
96S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
21 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
13.9
1309
Two
or m
ore
coat
s of
syn
thet
ic e
nam
el p
aint
of a
ppro
ved
mak
e m
ade
from
syn
thet
ic re
sins
and
dry
ing
oil
with
rutil
etit
aniu
mdi
oxid
ean
dot
her
sele
cted
pigm
ents
togi
vesm
ooth
,har
d,du
rabl
e&
glos
syfin
ish
toal
l int
erio
r and
ext
erio
r sur
face
s co
mpl
ete.
273
SQ
M
13.1
013
10P
rovi
ding
and
appl
ying
3co
ats
ofw
ater
proo
fce
men
tpa
int
ofap
prov
edm
ake
and
colo
ron
exte
rior
surfa
ceat
allh
eigh
tsin
clud
ing
mat
eria
l,la
bour
,sca
ffold
ing,
curin
get
cin
clud
ing
prim
erco
atco
mpl
ete
aspe
r spe
cific
atio
n.
2745
SQ
M
13.1
113
11P
rovi
ding
and
appl
ying
resi
nbo
nded
gran
ular
text
ured
finis
h,fo
rex
tern
alap
plic
atio
nssh
all
cons
ist
ofcr
ushe
dst
one/
quar
tzch
ips
of0.
5m
mto
2.5
mm
size
and
ofap
prov
edna
tura
lcol
or/s
hade
and
bond
edw
ithsy
nthe
ticre
sins
,adh
esiv
esan
dad
ditiv
esal
toge
ther
ina
sing
lepa
ckm
ix,a
pplie
don
cure
dan
ddr
ied
plas
ter
surfa
cew
itha
dry
film
thic
knes
sof
min
imum
2m
m.
The
final
finis
hsh
allh
ave
UV
resi
stan
ce,
fung
us,
bact
eria
lre
sist
ance
prop
ertie
sal
lco
mpl
ete
with
groo
ves
fille
dw
ithpo
lysu
lfide
seal
ant
ofm
atch
ing
colo
r and
sha
de a
s pe
r spe
cific
atio
n/ d
raw
ing/
app
rova
l of e
ngin
eer.
177
SQ
M
13.1
213
12A
Pro
vidi
ngan
dap
plyi
ng2
mm
thic
kw
hite
cem
ent
punn
ing
onw
alls
incl
udin
gpr
epar
atio
nof
surfa
ce,
stag
ing,
etc
toac
hiev
ea
smoo
thev
ensu
rface
all
com
plet
eas
per
spec
ifica
tion
and
asdi
rect
edby
engi
neer
.
7827
SQ
M
13.1
313
13P
rovi
ding
and
appl
ying
read
ym
ade
Epo
xyP
aint
over
area
sot
her
than
stee
lst
ruct
ure
with
suita
ble
pigm
ents
ofap
prov
edsh
ade
aspe
rsp
ecifi
catio
nan
ddi
rect
ion
ofen
gine
er.
The
epox
ypa
ints
hall
bea
two
pack
mat
eria
land
shal
lbe
resi
stan
tto
wat
er,s
plas
h,sp
illag
e&
acid
icen
viro
nmen
t.Th
eep
oxy
pain
tco
atin
g sh
all b
e of
150
mic
ron
thic
knes
s ov
er e
poxy
prim
er.
570
SQ
M
13.1
413
14P
rovi
ding
and
appl
ying
Syn
thet
icpl
aste
rfo
rex
tern
alap
plic
atio
nsco
mpo
sed
ofsy
nthe
ticfib
rean
dpe
trole
umba
sed
chem
ical
sim
ilar
toR
EN
OV
Oor
equi
vale
ntan
dof
appr
oved
natu
ral
colo
r/sh
ade
appl
ied
oncu
red
and
drie
dpl
aste
rsu
rface
.The
final
finis
hpa
int
shal
lha
veU
Vre
sist
ance
,fu
ngus
,ba
cter
ialr
esis
tanc
epr
oper
ties
allc
ompl
ete
with
groo
ves
fille
dw
ithpo
lysu
lfide
seal
anto
fmat
chin
gco
lor
and
shad
e as
per
spe
cific
atio
n/ d
raw
ing/
app
rova
l of e
ngin
eer.
144
SQ
M
13.1
513
15P
rovi
ding
and
appl
ying
two
orm
ore
coat
sof
Acr
ylic
base
dw
eath
erco
atpa
int
ofap
prov
edbr
and
and
man
ufac
ture
and
requ
ired
shad
eov
eron
eco
atof
prim
eraf
ter
nece
ssar
ycl
eani
ng/
was
hing
,pre
parin
gth
esu
rface
usin
gco
irbr
ush/
wire
brus
h,sa
ndpa
per,
incl
udin
gfil
ling
ofcr
acks
with
putty
whe
reve
rre
quire
det
cal
lco
mpl
ete
togi
vesm
ooth
,ha
rd,
dura
ble
&gl
ossy
finis
hov
era
coat
ofpr
imer
over
prep
ared
plas
ter
surfa
ceas
per
man
ufac
ture
rsgu
idel
ines
.Th
efin
alfin
ishe
dco
atin
gsh
all
befu
ngus
resi
stan
t, U
V re
sist
ant,
wat
er re
pella
nt a
nd e
xtre
mel
y du
rabl
e w
ith c
olor
fast
ness
as
per s
peci
ficat
ion.
120
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
22 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
14.0
1400
FLO
OR
ING
AN
D S
KIR
TIN
G(F
loor
ing
and
skirt
ing
atan
yle
vel
incl
udin
gba
sela
yer,
labo
ur,
mat
eria
l,eq
uipm
ents
,tr
ansp
orta
tion,
hand
ling,
curin
g,po
lishi
nget
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
asdi
rect
edby
engi
neer
.For
appr
oved
mak
ean
dve
ndor
sre
fere
nce
tech
nica
lspe
cific
atio
nse
ctio
n-
C. U
nles
s sp
ecifi
ed o
ther
wis
e, c
emen
t will
be
suup
lied
by B
HEL
free
of c
ost a
s pe
r ten
der)
14.1
1401
AP
rovi
ding
and
layi
ng40
mm
thic
khe
avy
duty
IPS
floor
ing
with
met
allic
hard
ener
pigm
ente
dto
ppin
g12
mm
thic
kun
iform
grad
edtre
ated
iron
paric
les
inflo
orin
g.U
nder
laye
rof
28m
mth
ick
cem
ent
conc
rete
mix
1:2:
4(1
cem
ent:
2sa
nd:
4st
one
aggr
egat
es12
.5m
mw
ellg
rade
d)an
dto
pla
yer
of12
mm
thic
km
etal
licco
ncre
teof
mix
1:2
(1ce
men
thar
dner
mix
with
appr
oved
qual
itym
etal
licha
rden
ing
com
poun
d:2
ston
eag
greg
ate
6mm
nom
inal
size
)by
volu
me
incl
udin
gce
men
tsl
urry
,ro
undi
ngof
fed
ges,
glas
sst
rips
etc
all c
ompl
ete
for f
ollo
win
g. Q
uote
d ite
m ra
te s
hall
be in
clus
ive
of p
rovi
ding
gla
ss jo
int s
trips
.
1834
SQ
M
14.2
1401
BP
rovi
ding
and
layi
ng40
mm
thic
khe
avy
duty
cem
ent
conc
rete
inflo
orin
gw
ithm
etal
licha
rden
erpi
gmen
ted
topp
ing
12m
mth
ick
unifo
rmgr
aded
treat
ediro
npa
ricle
sin
floor
ing.
Und
erla
yer
of28
mm
thic
kce
men
tco
ncre
tem
ix1:
2:4
(1ce
men
t:2
sand
:4st
one
aggr
egat
es12
.5m
mw
ellg
rade
d)an
dto
pla
yer
of12
mm
thic
km
etal
licco
ncre
teof
mix
1:2
(1ce
men
tha
rdne
rm
ixw
ithap
prov
edqu
ality
met
allic
hard
enin
gco
mpo
und
:2st
one
aggr
egat
e6m
mno
min
alsi
ze)b
yvo
lum
ein
clud
ing
cem
ents
lurr
y,ro
undi
ngof
fedg
es,a
lum
iniu
mst
rips
etc
allc
ompl
ete
forf
ollo
win
g.Q
uote
dite
mra
tesh
allb
ein
clus
ive
ofpr
ovid
ing
alum
iniu
m jo
int s
trips
.
5293
SQ
M
14.3
1402
Pro
vidi
ngan
dla
ying
25m
mth
ick
heav
ydu
tyce
men
tco
ncre
tem
ix1:
2:4
(1ce
men
t:2
sand
:4
ston
eag
greg
ates
)flo
orin
gw
ithm
etal
licha
rden
erpi
gmen
ted
topp
ing
of10
mm
thic
kun
iform
grad
edtre
ated
iron
parti
cles
in s
kirti
ng a
nd d
ado
com
plet
e as
per
spe
cific
atio
n.
5273
SQ
M
14.4
1403
Pro
vidi
ngan
dla
ying
prec
ast
polis
hed
heav
ydu
tyce
men
tco
ncre
tetil
es(C
arbo
rund
umto
ppin
g)of
size
300
x30
0x
25th
ick
ofap
prov
edsh
ade
aspe
rIS
:123
7,in
clud
ing
cem
ent
mor
tar
bedd
ing
of1:
3(1
cem
ent:
3sa
nd)j
oint
edw
ithne
atce
men
tslu
rry
etc
allc
ompl
ete
with
pigm
entt
om
atch
the
shad
eof
the
tiles
incl
udin
gru
bbin
g,cu
ring,
grin
dig
and
polis
hing
com
plet
ew
ithla
ying
aspe
rIS
:144
3et
cal
lcom
plet
efo
r fol
low
ing.
Max
imum
mor
tar t
hick
ness
sha
ll be
25
mm
.14
.4.1
aLa
id in
floo
rs.
32S
QM
14.4
.2b
Laid
in s
kirti
ng.
7S
QM
14.5
1404
Pro
vidi
ngan
dla
ying
inte
rlock
ing
M30
Gra
deco
ncre
tebl
ocks
inpa
ving
with
appr
oved
colo
uran
dpa
ttern
and
shou
ldbe
laid
onth
esu
bbas
ean
dbe
ddin
gas
per
spec
ifica
tions
and
reco
mm
enda
tions
ofm
anuf
actu
rer.
14.5
.1a
60 m
m.
1028
SQ
M14
.5.2
b75
mm
.24
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
23 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
14.6
1406
AP
rovi
ding
and
layi
ngpo
lishe
dK
ota
ston
e20
mm
to25
mm
thk
inflo
orin
g.U
nder
bed
shal
lave
rage
15m
mth
kof
1ce
men
t:2
sand
:4st
one
aggr
egat
esby
volu
me
and
brou
ghtt
opr
oper
leve
l.Th
eko
tast
one
slab
s/til
esla
idov
erun
der
bed,
pres
sed
and
tapp
eddo
wn
with
woo
den
mal
leto
the
prop
erle
vel,
lifte
dan
dpr
esse
dag
ain
with
thic
kce
men
tsl
urry
spre
adov
erth
esu
rface
with
fine
join
tfin
ishe
din
clud
ing
pigm
ents
, cur
ing,
grin
ding
, gra
nite
pol
ishi
ng e
tc a
ll co
mpl
ete.
949
SQ
M
14.7
1408
AP
rovi
ding
polis
hed
Kot
ast
one
25m
mth
kin
skirt
ing
proj
ectin
g6m
mfro
mad
jace
ntpl
aste
rin
clud
ing
cutti
ng b
rickw
all u
pto
the
requ
ired
dept
h, e
dgin
g, fi
nish
ing
etc
all c
ompl
ete.
36S
QM
14.8
1410
AM
arbl
est
one
floor
ing
laid
in40
mm
over
allt
hick
ness
with
20-2
2m
mth
ick
mar
ble
slab
s(G
rade
-1)
with
unde
rbed
of1
cem
ent:
2sa
nd:4
ston
eag
greg
ate
byvo
lum
ean
dbr
ough
tto
prop
erle
vel.
The
mar
bel
slab
s/til
esla
idov
erun
derb
edw
ithm
orta
r1:
3,pr
esse
dan
dta
pped
dow
nw
ithw
oode
nm
alle
tto
the
prop
erle
vel,
lifte
dan
dpr
esse
dag
ain
with
thic
kce
men
tsl
urry
spre
adov
erth
esu
rface
with
fine
join
tfin
ishe
d in
clud
ing
pigm
ents
, cur
ing,
grin
ding
, gra
nite
pol
ishi
ng e
tc a
ll co
mpl
ete.
281
SQ
M
14.9
1412
AP
rovi
ding
and
layi
ng18
-20
mm
thic
kpo
lishe
dG
rani
test
one
ofap
prov
edco
lora
ndte
xtur
ein
floor
ing
with
bras
s/st
ainl
ess
stee
lstri
ps.U
nder
bed
shal
lave
rage
20m
mth
kof
1ce
men
t:2
sand
:4st
one
aggr
egat
eby
volu
me
and
brou
ghtt
opr
oper
leve
l.Th
egr
anite
ston
esl
abs/
tiles
laid
over
unde
rbe
d,pr
esse
dan
dta
pped
dow
nw
ithw
oode
nm
alle
tto
the
prop
erle
vel,
lifte
dan
dpr
esse
dag
ain
with
thic
kce
men
tsl
urry
spre
adov
erth
esu
rface
with
fine
join
tfin
ishe
din
clud
ing
pigm
ents
,cur
ing
grin
ding
,gra
nite
polis
hing
etc
all c
ompl
ete.
219
SQ
M
14.1
014
13A
Pro
vidi
ngan
dla
ying
12m
mth
ick
polis
hed
Gra
nite
slab
(siz
eas
per
appr
oval
)of
appr
oved
colo
ran
dte
xtur
ein
dado
.The
gran
itest
one
slab
sfix
edov
erpr
epar
edba
sew
ithce
men
tslu
rry
with
min
imum
join
tsin
clud
ing
pigm
ent,
curin
g, g
rindi
ng, g
rani
te p
olis
hing
etc
all
com
plet
e.
127
SQ
M
14.1
114
14P
rovi
ding
and
layi
ngpo
lishe
dgr
anite
ston
e18
-20
mm
thk
insk
irtin
gan
dda
dow
ith6
mm
thic
kpr
ojec
tion
from
adja
cent
plas
teri
nclu
ding
mor
tar(
1:3)
,cem
ents
lurr
y,pi
gmen
ts,c
urin
g,gr
indi
ng,m
ould
ing,
gran
itepo
lishi
ng e
tc a
ll co
mpl
ete.
12S
QM
14.1
214
16P
rovi
ding
and
layi
ngvi
trifie
dce
ram
ictil
esof
polis
hed
varie
tyof
size
600
x60
0fro
mre
pute
d/ap
prov
edm
anuf
actu
rer,
com
plet
ein
clud
ing
unde
rbed
ofce
men
tm
orta
r1:
3w
ithne
atce
men
tsl
urry
etc
all
com
plet
e fo
r fol
low
ing.
Max
imum
mor
tar t
hick
ness
sha
ll be
43
mm
.14
.12.
1a
7 m
m th
ick
tiles
In fl
oorin
g.48
SQ
M14
.12.
2b
10 m
m th
ick
tiles
In fl
oorin
g.96
SQ
M14
.12.
3c
7 m
m th
ick
tiles
In s
kirti
ng a
nd d
ado
upto
spe
cific
hei
ght.
36S
QM
14.1
2.4
d10
mm
thic
k til
es In
ski
rting
and
dad
o up
to s
peci
fic h
eigh
t.24
SQ
M14
.13
1417
Pro
vidi
ngan
dla
ying
vitri
fied
cera
mic
tiles
ofm
att
finis
hof
size
600
x60
0m
mfro
mre
pute
d/ap
prov
edm
anuf
actu
rer
incl
udin
gun
derb
edof
cem
ent
mor
tar
1:3
with
neat
cem
ent
slur
ryet
cal
lco
mpl
ete
for
follo
win
g. M
axim
um m
orta
r thi
ckne
ss s
hall
be 4
3 m
m.
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
24 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
14.1
3.1
a7
mm
thic
k til
es In
floo
ring.
36S
QM
14.1
3.2
b10
mm
thic
k til
es In
floo
ring.
24S
QM
14.1
3.3
c7
mm
thic
k til
es In
ski
rting
and
dad
o up
to s
peci
fic h
eigh
t.24
SQ
M14
.13.
4d
10 m
m th
ick
tiles
In s
kirti
ng a
nd d
ado
upto
spe
cific
hei
ght.
24S
QM
14.1
414
18P
rovi
ding
and
layi
ng10
mm
thk
non-
skid
fully
vitri
fied
tiles
ofm
ake
'MA
RB
ON
ITE
'or
'FE
RR
AS
TON
Eof
BO
SS
Pro
file
limite
d'or
equi
vale
ntin
floor
ing
and
skirt
ing
over
30m
mth
ick
unde
rbed
of1
part
cem
ent
and
3pa
rtsco
arse
sand
byw
eigh
tm
ixed
with
suffi
cien
tw
ater
,co
mpl
ete
aspe
rsp
ecifi
catio
nla
idin
patte
rn o
f fol
low
ing
size
s14
.4.1
a40
0 x
400
mm
.24
SQ
M14
.4.2
b60
0 x
600
mm
.70
6S
QM
14.1
514
18A
Pro
vidi
ngan
dla
ying
10m
mth
kno
n-sk
idfu
llyvi
trifie
dtil
esof
mak
e'M
AR
BO
NIT
E'o
r'F
ER
RA
STO
NE
"KA
JAR
IA"
equi
vale
ntin
floor
ing
and
skirt
ing
over
30m
mth
ick
unde
rbed
of1
part
cem
enta
nd3
parts
coar
sesa
ndby
wei
ght
mix
edw
ithsu
ffici
ent
wat
er,
com
plet
eas
per
spec
ifica
tion
laid
inpa
ttern
offo
llow
ing
size
s.14
.15.
1a
400
x 40
0 m
m.
20S
QM
14.1
5.2
b60
0 x
600
mm
.90
3S
QM
14.1
614
19P
rovi
ding
and
layi
nggr
anite
ston
esl
abof
20m
mth
ickn
ess
sing
lepi
ece
forw
ash
basi
n/si
nksl
ab/f
acia
ofbl
ack
or a
ppro
ved
colo
ur w
ith c
uttin
g, m
akin
g co
rner
s, m
ould
ing
and
open
ing
etc
all c
ompl
ete.
32S
QM
14.1
714
20P
rovi
ding
and
layi
nghe
avy
duty
dust
pres
sed
cera
mic
tiles
of7m
mth
ick
ofre
pute
dm
anuf
actu
rer
ofap
prov
edfin
ish
shad
ean
dco
lour
incl
udin
gun
derb
edof
cem
entm
orta
r1:3
with
neat
cem
ents
lurr
yet
cal
lco
mpl
ete.
Max
imum
mor
tar t
hick
ness
sha
ll be
43
mm
.14
.17.
1b
600
x 60
0 m
m.
48S
QM
14.1
814
21A
Pro
vidi
ngan
dla
ying
heav
ydu
tydu
stpr
esse
d(g
rade
-5)
cera
mic
tiles
(Mat
tFin
ish)
ofsi
ze60
0x
600
mm
(app
rove
dsi
ze)
and
7m
mth
ick
ofre
pute
d/ap
prov
edm
anuf
actu
rer
(Kaj
aria
,Jh
onso
n,S
parte
kor
equi
vale
nt)
ofap
prov
edfin
ish,
shad
ean
dco
lour
.The
tiles
shal
lbe
scra
tch
resi
stan
ceof
min
imum
5on
Moh
r'ssc
ale
and
shal
lhav
ea
bend
ing
stre
ngth
of35
0kg
/sqm
,with
unde
rbed
shal
lave
rage
43m
mth
kof
1ce
men
t:
2sa
nd:
4st
one
aggr
egat
esby
volu
me
and
brou
ght
topr
oper
leve
lin
clud
ing
cem
ent
mor
tar a
ll co
mpl
ete.
241
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
25 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
14.1
914
22P
rovi
ding
&fix
ing
acid
/alk
alir
esis
tant
(Che
mic
alre
sist
ant)
tiles
conf
irmin
gto
IS:4
457
inflo
orin
g/da
doan
dsh
allb
ela
idov
erbi
tum
astic
linin
gof
min
12m
mth
ick
(to
bela
idin
laye
rsof
6m
mea
ch).
The
tiles
shal
lbe
appl
ied
with
6m
mth
ick
Pot
assi
umS
ilica
tebe
ddin
gm
orta
ras
per
IS:4
441,
4443
&48
32an
din
clud
ing
prep
arat
ion
ofsu
rface
,ap
plic
atio
nof
bitu
men
prim
er,
curin
get
cal
lco
mpl
ete
for
follo
win
gth
ickn
esse
s. T
he ti
les
shou
ld b
e ab
rasi
on re
sist
ant &
dur
able
.14
.19.
1a
20 m
m th
ick
.48
SQ
M14
.19.
2b
38 m
m th
ick.
48S
QM
14.2
014
23A
Pro
vidi
ng&
fixin
gac
id/
alka
lire
sist
ant
(Che
mic
alre
sist
ant)
tiles
conf
irmin
gto
IS:4
457
inflo
orin
g/da
dobe
ded
and
join
ted
with
silic
aba
sed
epox
ym
orta
ral
lcom
plet
efo
rfo
llow
ing
thic
knes
ses.
The
tiles
shou
ldbe
abr
asio
n re
sist
ant &
dur
able
. Ove
rall
thic
knes
s sh
all b
e 40
mm
in fl
oorin
g.14
.20.
1a
20 m
m th
ick
.36
1S
QM
14.2
114
25P
rovi
ding
and
layi
ngpo
lishe
dm
arbl
esl
abs,
600
mm
x60
0m
m(A
rang
aw
hite
oreq
uiva
lent
appr
oved
shad
e/co
lor/
desi
gn)
20m
mth
kin
stai
rcas
ela
ndin
g/sk
irtin
gan
dco
rrid
ors
over
min
imum
20m
mth
ick
unde
rbed
of1
cem
ent:
2sa
nd:4
ston
eag
greg
ates
byvo
lum
em
ixed
with
suffi
cien
twat
erto
form
ast
iffw
orka
ble
mas
s.Th
em
arbl
esl
abs
shal
lbe
laid
over
unde
r-be
d,pr
esse
dan
dta
pped
dow
nw
ithw
oode
nm
alle
tto
the
prop
erle
vel,
lifte
dan
dpr
esse
dag
ain
with
thic
kce
men
tslu
rry
spre
adov
erth
esu
rface
with
fine
join
tfin
ishe
din
clud
ing
mou
lded
mar
beln
osin
g,pi
gmen
ts,c
urin
g,gr
indi
ng,m
akin
gco
rner
s,gr
anite
polis
hing
etc
com
plet
e.
289
SQ
M
14.2
214
25A
Pro
vidi
ngan
dla
ying
kota
ston
e,60
0m
mx
600
mm
(app
rove
dsh
ade/
colo
r/de
sign
)20
mm
thk
inst
airc
ase
land
ing/
skirt
ing
and
corr
idor
sov
erm
inim
um20
mm
thic
kun
derb
edof
1ce
men
t:2
sand
:4st
one
aggr
egat
esby
volu
me
mix
edw
ithsu
ffici
entw
ater
tofo
rma
stiff
wor
kabl
em
ass.
The
mar
ble
slab
ssh
allb
ela
idov
erun
der-
bed,
pres
sed
and
tapp
eddo
wn
with
woo
den
mal
lett
oth
epr
oper
leve
l,lif
ted
and
pres
sed
agai
nw
ithth
ick
cem
ents
lurr
ysp
read
over
the
surfa
cew
ithfin
ejo
intf
inis
hed
incl
udin
gm
ould
edm
arbe
l nos
ing,
pig
men
ts, c
urin
g, g
rindi
ng, m
akin
g co
rner
s, g
rani
te p
olis
hing
etc
com
plet
e.
289
SQ
M
14.2
314
26P
rovi
ding
and
layi
ngm
arbl
esk
irtin
g/da
do(A
rang
aw
hite
orap
prov
edsh
ade/
colo
r/de
sign
)equ
ival
ento
fm
inim
um20
mm
thic
knes
spr
ojec
ting
6m
mfro
mad
jace
ntpl
aste
ral
lco
mpl
ete
incl
udin
gun
derb
edce
men
t mor
tar 1
:3, s
caffo
ldin
g et
c al
l com
plet
e.
24S
QM
14.2
414
27P
rovi
ding
and
fixin
ggl
azed
cera
mic
tiles
ofap
prov
edco
lor
and
desi
gnof
size
200
x30
0m
m/3
00x
300
mm
inda
doof
appr
oved
size
,pro
ject
ing
6m
mun
iform
lyfro
mad
jace
ntpl
aste
ror
wal
lfin
ish.
The
mix
for
unde
rbed
plas
ters
hall
cons
isto
f1pa
rtce
men
tand
3pa
rtssa
ndby
wei
ghtf
airly
moi
stbu
tfirm
,tile
ssh
all
bepr
esse
dov
erun
der
bed
byap
plyi
ngce
men
tsl
urry
incl
udin
gpi
gmen
ts,
curin
get
cal
lco
mpl
ete
for
follo
win
g th
ickn
esse
s.14
.24.
1a
5 m
m th
ick.
289
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
26 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
14.2
4.2
b7
mm
thic
k.48
SQ
M14
.25
1428
Pro
vidi
ngan
dla
ying
3mm
thic
kan
tista
ticP
VC
floor
ing/
skirt
ing
ofap
prov
edsh
ade,
aspe
rIS
:346
2an
dla
ying
as
per I
S:5
318
all c
ompl
ete.
72S
QM
14.2
614
29A
Pro
vidi
ngan
dfix
ing
rem
ovab
lety
peflo
orin
gsy
stem
cons
istin
gof
fire
resi
stan
tph
enyl
form
alde
hyde
bond
edpa
rticl
ebo
ard
ofsi
ze60
0x
600
x35
mm
with
0.05
mm
thic
kal
umin
ium
foil
linin
gat
botto
man
dw
ith2
mm
thic
kan
tist
atic
PV
Cto
ppin
gin
clud
ing
prop
rieta
ryflo
orsu
ppor
ting
syst
emco
mpl
ete
aspe
rsp
ecifi
catio
n. M
axim
um fl
oor h
eigh
t sha
l be
1000
mm
.
72S
QM
14.2
714
30P
rovi
ding
and
fixin
gdi
vidi
ngst
rips
injo
ints
ofca
stin
situ
floor
ings
atva
rious
elev
atio
ns,
finis
hing
,al
lla
bour
, mat
eria
l etc
com
plet
e as
per
dra
win
g, s
peci
ficat
ion
and
inst
ruct
ions
of e
ngin
eer.
14.2
7.1
aG
lass
stri
ps 4
0 m
m w
ide
and
min
imum
6 m
m th
ick.
321
RM
14.2
7.2
bA
lum
iniu
m s
trips
40
mm
wid
e an
d m
inim
um 3
mm
thic
k96
RM
14.2
8A
1432
Pro
vidi
ngan
dla
ying
self
leve
lling
epox
yflo
orin
gco
sist
ing
offir
stco
atof
solv
ent
free
resi
nba
sed
disp
ersi
onpr
imer
@20
0gm
/sqm
,firs
tlay
erof
epox
yflo
orin
@4.
4kg
/sqm
of2
mm
thck
ness
,sec
ond
laye
rofp
rime
r@10
0gm
/sqm
,fin
alde
cora
tive
epox
yto
ppin
g@
3.6
kg/s
qmof
appr
ox2
mm
thic
knes
sco
mpl
ete
as p
er s
peci
ficat
ion,
incl
udin
g al
l mat
eria
l, la
bour
, etc
all
com
plet
e.
3107
SQ
M
15.0
1500
RO
OFI
NG
/ SID
E C
LAD
DIN
G(R
oofin
g/si
decl
addi
ngw
ork
incl
udin
gal
llab
our,
mat
eria
l,eq
uipm
ent,
tran
spor
tatio
n,ha
ndlin
g,sc
affo
ldin
g,la
ps,h
ooks
,was
hers
,co
rner
piec
eset
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
asdi
rect
edby
engi
neer
.Fo
rap
prov
edm
ake
and
vend
ors
refe
renc
ete
chni
cal
spec
ifica
tion
sect
ion
- C)
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
27 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
15.1
1501
AR
ecei
pt,f
ixin
gpe
rman
ently
colo
rco
ated
galv
anis
edM
Stro
ughe
dm
etal
shee
tdec
king
plat
eof
appr
oved
colo
uran
dco
nfor
min
gto
clas
s3
ofIS
:142
46ov
erro
ofpu
rlins
forc
ast-i
n-si
turo
ofsl
abas
perr
elev
antI
Sco
dean
dsp
ecifi
catio
n.B
are
met
alth
ickn
ess
ofde
ckpl
ate
shal
lbe
min
imum
0.8
mm
with
min
imum
troug
hde
pth
of44
mm
havi
ngm
inim
umyi
eld
stre
ngth
of25
0M
Pa
and
shal
lse
rve
aspe
rman
ent
shut
terin
gto
the
roof
slab
100
mm
thic
km
easu
red
over
cres
tof
met
alde
ckin
g&
shal
lhav
ead
equa
test
reng
thto
supp
ortw
eigh
tofg
reen
conc
rete
and
impo
sed
load
sof
min
150
kg/s
qmdu
ring
cons
truct
ion
betw
een
purli
nsas
per
man
ufac
ture
r'sre
com
men
datio
ns/
calc
ulat
ions
/te
stce
rtific
ates
for
appr
oval
incl
udin
gfix
ing
ofpl
ates
topu
rlins
,sid
ela
ppin
g,en
dla
ppin
get
cal
lcom
plet
efo
rbel
owm
entio
ned
span
s.Th
esh
eets
hall
bepe
rman
ently
coat
edw
ithsi
licon
mod
ified
poly
ster
pain
tofm
inim
um20
mic
ron
DFT
onex
pose
dsu
rface
(faci
ngop
erat
ing
floor
)and
min
imum
7m
icro
non
othe
rfac
eov
erep
oxy
prim
erap
plie
dov
erho
tdip
ped
galv
anis
ing
@27
5gm
/sqm
incl
udin
gfix
ing
ofsh
eett
opu
rlin
with
self
drill
ing
whi
tezi
ncpl
ated
heat
treat
edca
rbon
stee
lscr
ews
ofm
inim
um5.
6m
mdi
a@
260
mm
c/c
inth
etro
ugh
and
stic
hsc
rew
sbe
twee
ntw
oad
jace
ntsh
eets
and
seal
ing
with
epox
yse
alan
t.M
easu
rem
ent
ofpr
ofile
shee
ting
shal
l be
of th
e pl
an a
rea
of ro
of c
over
ed b
y M
S tr
ough
met
al d
ecki
ng.
15.1
.1a
Spa
n up
to 1
800
mm
.73
05S
QM
15.1
.2b
Spa
n ex
ceed
ing
1800
mm
and
upt
o 25
00 m
m.
1345
SQ
M15
.215
02P
rovi
ding
and
fixin
gsh
ear
conn
ecto
rsof
mild
stee
lst
uds
havi
ng16
mm
dia
and
min
imum
75m
mpr
ojec
ted
leng
th a
bove
pur
lin p
assi
ng th
roug
h m
etal
dec
king
as
per r
elev
ant I
S c
odes
and
spe
cific
atio
n.24
KG
15.3
1503
AR
ecei
pt,e
rect
ion
and
fixin
gpr
ofile
dE
xter
nalC
ladd
ing
shee
tman
ufac
ture
dou
tof0
.55
mm
TCT
(Tot
alco
ated
thic
knes
s)of
perm
anen
tlyco
lour
coat
edzi
ncal
ume
stee
l(15
0gs
m.z
inc-
alum
iniu
mal
loy
coat
ing
tota
lof
both
side
sas
per
AS
:139
7:19
93)
havi
ng30
0M
Pa
yiel
dst
reng
th.
The
colo
urco
atin
gsh
all
com
pris
eof
20m
icro
nsfin
ish
coat
over
a5
mic
ron
prim
erco
aton
the
expo
sed
side
and
aba
ckco
atof
5m
icro
nov
era
prim
erco
atof
5m
icro
non
reve
rse
side
.The
shee
tsha
llha
ve50
0m
mco
verw
idth
,47
mm
heig
htcr
ests
at25
0mm
cent
res
with
spec
ial
mal
e/fe
mal
esi
dela
psan
dan
ti-si
phon
ing
feat
ures
topr
even
tle
akag
e.Th
esh
eet
shal
lbe
fixed
with
the
help
ofco
ncea
led
com
patib
lein
terlo
ckin
gcl
ips
and
waf
erhe
adzi
ncco
ated
self
drill
ing
fast
ners
/scr
ews
4.2
x25
mm
long
onto
the
sub-
girts
.The
clip
ssh
all
be c
once
aled
and
no
fast
ners
are
to p
enet
rate
the
exte
rnal
she
etin
g, a
ll co
mpl
ete
as p
er s
peci
ficat
ion.
15.3
.1a
For f
inal
pai
ntin
g w
ith S
ilico
n M
odifi
ed P
olye
ster
(SM
P).
6791
SQ
M15
.3.2
bFo
r fin
al p
aint
ing
with
Sup
er P
olye
ster
XR
W (a
s pe
r AS
/NZS
-272
8:19
97 C
ateg
ory3
).38
13S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
28 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
15.4
1505
AR
ecei
pt,f
ixin
gpr
ofile
din
tern
alcl
addi
ngsh
eetm
anuf
actu
red
outo
f0.6
mm
TCT
(Tot
alco
ated
thic
knes
s)of
perm
anen
tlyco
lour
coat
edzi
ncal
ume
stee
l(15
0/18
0gs
mzi
nc-a
lum
iniu
mal
loy
coat
ing
mas
sto
talo
fbo
thsi
des
aspe
rA
S:1
397:
1993
).Th
eco
lour
coat
ing
shal
lcom
pris
eof
20m
icro
nsfin
ish
coat
over
a5
mic
ron
prim
erco
aton
the
expo
sed
side
and
aba
ckco
atof
5m
icro
nov
era
prim
erco
atof
5m
icro
non
reve
rse
side
.The
shee
tsha
llha
ve98
0m
mco
ver
wid
th,2
8m
mhe
ight
cres
tsat
195
mm
cent
res
with
spec
ialm
ale/
fem
ale
side
laps
and
anti-
siph
onin
gfe
atur
esto
prev
entl
eaka
ge.T
hesh
eets
hall
befix
edto
the
stru
ctur
eby
mea
nsof
self
drill
ing
fast
ners
no12
-24
x25
mm
conf
orm
sto
AS
:356
6C
lass
-3lo
ngat
valle
y.S
ub-
girts
ofsi
ze50
mm
x50
mm
x50
mm
man
ufac
ture
dou
tof
16G
GI(
1.6m
mG
I)'Z
'sha
pew
ould
be
fixed
the
inne
r she
etin
g on
face
sid
e at
runn
er lo
catio
ns a
ll co
mpl
ete
as p
er s
peci
ficat
ion.
15.4
.1a)
For f
inal
pai
ntin
g w
ith S
ilico
n M
odifi
ed P
olye
ster
(SM
P).
15.4
.1.1
i)Fo
r zin
calu
me
shee
t 150
gsm
and
hav
ing
550
Mpa
yie
ld s
treng
th.
2071
SQ
M15
.4.1
.2ii)
For z
inca
lum
e sh
eet 1
80 g
sm a
nd h
avin
g 24
0 M
pa y
ield
stre
ngth
.10
20S
QM
15.4
.2b)
For f
inal
pai
ntin
g w
ith S
uper
Pol
yest
er X
RW
(as
per A
S/ N
ZS-2
728:
1997
Cat
egor
y3).
15.4
.2.1
i)Fo
r zin
calu
me
shee
t 150
gsm
and
hav
ing
550
Mpa
yie
ld s
treng
th.
851
SQ
M15
.4.2
.2ii)
For z
inca
lum
e sh
eet 1
80 g
sm a
nd h
avin
g 24
0 M
pa y
ield
stre
ngth
.49
8S
QM
15.3
1506
Sup
ply,
trans
porta
tion
tosi
te,f
ixin
gin
sula
tion
ofre
sin
bond
edm
iner
alw
oolo
f50
mm
nom
inal
thic
knes
sco
nfor
min
gto
IS:8
183
havi
nga
dens
ityof
32kg
/cu
mgl
ass
woo
lor
48kg
/cu
mfo
rro
ckw
ool,
for
clad
ding
/un
der
deck
insu
latio
nin
clud
ing
appl
icat
ion
ofgl
uean
dty
ing
with
laci
ngw
ire,
for
glas
s/ro
ckw
ool a
s pe
r man
ufac
ture
r's re
com
men
datio
ns.
3436
SQ
M
15.4
1506
AS
uppl
y,tra
nspo
rtatio
nto
site
,fix
ing
insu
latio
nof
poly
styr
ene
bloc
kof
50m
mno
min
alth
ickn
ess
foru
nder
deck
insu
latio
nin
clud
ing
appl
icat
ion
ofgl
uean
dty
ing
with
laci
ngw
ireas
per
man
ufac
ture
r'sre
com
men
datio
ns.
393
SQ
M
15.5
1507
Sup
ply,
trans
porta
tion
tosi
te,f
ixin
gin
sula
tion
ofre
sin
bond
edm
iner
alw
oolo
f50
mm
nom
inal
thic
knes
sco
nfor
min
gto
IS:8
183
havi
nga
dens
ityof
32kg
/cu
mgl
ass
woo
lor
48kg
/cu
mfo
rro
ckw
ool,
for
clad
ding
/und
erde
ckin
sula
tion
incl
udin
gw
rapp
ing
inbl
ack
poly
then
ebl
ack
supp
orte
dov
erw
eld
mes
h75
x75
x1.
6m
mdi
ato
hold
inpo
sitio
nan
dap
plic
atio
nof
glue
&ty
ing
with
laci
ngw
ire,f
orgl
ass/
rock
woo
las
per
man
ufac
ture
r's re
com
men
datio
n.
1032
SQ
M
15.6
1508
Sup
ply,
tran
spor
tatio
n to
site
, pro
vidi
ng a
nd in
stal
ling
unde
r dec
k in
sula
tion
usin
g m
inim
um 0
.05
mm
thic
k al
umin
ium
foil
onex
pose
dsu
rface
follo
wed
by0.
56m
mdi
aan
d25
mm
mes
hG
Iwire
netti
ng,f
ixed
atva
rious
ele
vatio
ns w
ith ra
wl p
lugs
incl
udin
g cl
ips
but e
xclu
ding
cos
t of i
nsul
atio
n.
385
SQ
M
15.7
1509
Sup
ply,
trans
porta
tion
tosi
te,p
rovi
ding
and
fixin
gno
nm
etal
opaq
ueP
VC
shee
tsim
ilart
oO
ND
EX
roof
ing
or e
quiv
alen
t inc
ludi
ng a
ll fix
ing
acce
ssor
ies.
19S
QM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
29 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
16.0
1600
FALS
E C
EILI
NG
(Fal
sece
iling
incl
udin
gal
lla
bour
,m
ater
ial,
equi
pmen
t,tr
ansp
orta
tion,
hand
ling,
susp
ensi
onsy
stem
etc
at a
ny le
vel a
s pe
r spe
cific
atio
n, d
raw
ings
and
as
dire
cted
by
engi
neer
)
16.1
1601
Pro
vidi
ngan
dfix
ing
glas
sfib
rere
info
rced
gyps
umpl
aste
rbo
ard
(GR
G)
ceili
ng(h
avin
ggy
psum
core
mix
edw
ithgl
ass
fibre
)sy
stem
cons
istin
gof
met
alsu
ppor
ting
grid
syst
emfo
rmin
gpa
nels
ofsp
ecifi
edsi
ze,
susp
ende
dfro
mR
CC
slab
/st
ruct
ural
stee
lor
catw
alkw
aygr
idab
ove
with
4m
m(m
inim
um)
galv
anis
edw
ires
(rod
s)w
ithsp
ecia
lhei
ght
adju
stm
ent
clip
s,in
clud
ing
prep
erat
ion
ofw
orki
ngdr
awin
g,pr
ovid
ing
open
ings
for
AC
duct
s,re
turn
air
grill
s,lig
htfix
ture
set
c(b
utex
clud
ing
the
cost
ofca
twal
kway
grid
) all
com
plet
e as
per
dra
win
gs, s
peci
ficat
ion
and
inst
ruct
ions
of t
he e
ngin
eer.
16.1
.1a
12m
mth
ick
GR
Gbo
ard
with
galv
anis
edlig
htga
uge
stee
lloa
dbe
arin
gsu
ppor
ting
GIf
ram
ean
dfin
ishe
dfla
t (se
amle
ss).
48S
QM
16.1
.2b
12m
mth
ick
GR
Gbo
ard
inpr
ofile
(dom
e,c
urve
dpr
ofile
det
c)w
ithga
lvan
ised
light
gaug
est
eel
load
bear
ing
supp
ortin
g G
I fra
me
and
finis
hed
smoo
th (s
eam
less
).48
SQ
M
16.2
1604
Tran
spor
tatio
nfro
mst
ore,
fixin
gan
dla
ying
perm
anen
tlyco
lour
coat
edal
umin
ium
fals
ece
iling
ofap
prov
edco
lour
with
stov
een
amel
finsi
hof
appr
oved
mak
ein
LIN
EA
Ran
dS
QU
AR
Ety
pew
ithco
rros
ion
resi
stan
ceal
umin
ium
allo
yspa
nels
ofm
inim
umth
ickn
ess
0.5
mm
incl
udin
g50
mm
thic
km
iner
alw
ool
insu
latio
n(a
spe
rIS
:818
3)bo
und
inpo
lyth
ene
bags
onto
pof
pane
ls.
Add
ition
alha
nger
san
dhe
ight
adju
stm
ent
clip
ssh
allb
epr
ovid
edfo
rre
turn
air
grill
s,lig
htfix
ture
s.A
Cdu
cts
etc
suita
ble
MS
chan
nel
(min
imum
MC
75)
grid
1200
c/c
max
imum
shal
lal
sobe
prov
ided
abov
eth
efa
lse
ceili
ngle
vel
for
mov
emen
tof
pers
onne
lto
faci
litat
em
aint
enan
ceof
light
ing
fixtu
res,
AC
duct
set
c.Th
ew
ork
tobe
com
plet
eas
per
spec
ifica
tions
,dra
win
gsan
ddi
rect
ion
ofen
gine
er.M
ater
ials
for
stru
ctur
alpl
atfo
rmgr
idfo
rm
ovem
ent
mad
eup
ofM
Sch
anne
ls/
beam
s/an
gles
shal
lbe
supp
lied
byB
HE
Lfre
eof
cost
aspe
rte
nder
and
sha
ll be
pai
d un
der S
T N
O 2
301A
.
1806
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
30 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
16.3
1606
AR
ecei
pt,f
ixin
g12
.5m
mth
ick
glas
sfib
rere
info
rced
gyps
umpl
astic
bora
din
plan
curv
eor
inel
evat
ion
with
alum
iniu
mgr
id,m
etal
susp
ensi
onsy
stem
,anc
hor
fast
ener
adju
stab
leha
nger
set
cin
clud
ing
two
orm
ore
coat
sof
acry
licem
ulsi
onpa
into
fapp
rove
dco
lour
togi
vean
even
shad
ew
ithsm
ooth
finis
hal
lcom
plet
e,as
per
arch
itect
ural
desi
gnan
dde
tail,
met
alsu
spen
sion
syst
emas
per
AS
TMC
-635
shal
lbe
hotd
ippe
dM
Sga
lvan
ized
(gra
de18
0as
per
IS:2
77)n
omin
alsi
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T-se
ctio
nsh
allb
e24
x38
mm
or24
x25
mm
cros
sru
nner
s.24
mm
wid
eex
pose
dfla
nge
surfa
cesh
all
bepe
rman
ently
colo
rco
ated
.sus
pens
ion
syst
emsh
allb
eas
per
man
ufat
urer
'ssp
ecifi
catio
nsu
ppor
ted
over
mov
men
tpl
atfo
rmin
clud
ing
25m
mth
ick
resi
nbo
nded
min
eral
woo
lins
ulat
ion
(as
per
IS:8
183)
boun
din
poly
then
eba
gson
top
ofce
iling
.Th
ew
ork
tobe
com
plet
eas
pers
peci
ficat
ions
,dra
win
gsan
ddi
rect
ion
ofen
gine
er.M
ater
ials
fors
truct
ural
plat
form
grid
for
mov
emen
tm
ade
upof
MS
chan
nel/
beam
s/an
gles
shal
lbe
supp
lied
byB
HE
Lfre
eof
cost
as
per t
ende
r and
sha
ll be
pai
d un
der S
T N
O 2
301A
.
225
SQ
M
17.0
1700
RA
IN W
ATE
R D
OW
N T
AK
E PI
PE(R
ain
wat
erdo
wn
take
pipe
sin
clud
ing
all
labo
ur,
mat
eria
l,tr
ansp
orta
tion,
2co
ats
ofap
prov
edpa
int
over
one
prim
ary
coat
,fix
ture
s,ac
cess
orie
set
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
as d
irect
ed b
y en
gine
er)
17.1
1707
AR
ecei
pt,f
ixin
gG
Idow
nta
kepi
pes
conf
orm
ing
toIS
:123
9/IS
:358
9of
heav
ydu
tyal
lcom
plet
efo
rfol
low
ing
diam
eter
s.17
.1.1
a10
0 m
m d
ia.
96R
M17
.1.2
b15
0 m
m d
ia.
2087
RM
17.1
.3c
200
mm
dia
.72
2R
M18
.018
00M
ISC
ELLA
NEO
US
WO
RK
S-1
(Mis
cella
neou
sw
orks
incl
udin
gal
llab
our,
mat
eria
l,eq
uipm
ent
etc
atan
yle
velu
nles
sot
herw
ise
spec
ified
as
per s
peci
ficat
ion,
dra
win
gs a
nd a
s di
rect
ed b
y en
gine
er)
18.1
1801
Pro
vidi
ngan
dfil
ling
intre
nche
s,pl
inth
s,ar
eapa
ving
and
othe
rund
ergr
ound
stru
ctur
esw
ithgr
aded
ston
eag
greg
ate
ofsi
zera
nge
63m
mto
45m
min
laye
rsno
texc
eedi
ng23
0m
min
thic
knes
sin
clud
ing
brea
king
ofst
one
boul
ders
tore
quire
dsi
zes,
fillin
gth
ein
ters
tices
with
sele
cted
sand
and
com
pact
ing
to85
%of
orig
inal
volu
me
ofst
one
stac
kfo
rall
lifts
etc
allc
ompl
ete.
Pay
men
tsha
llbe
mad
efo
rthe
mea
sure
men
tof
the
volu
me
of th
e co
mpa
cted
fill.
1666
CU
M
18.2
1802
Pro
vidi
ngan
dm
ixin
gap
prov
edB
ipol
arC
oncr
ete
pene
tratin
gco
rros
ion
inhi
bitin
gad
mix
ture
inco
ncre
teas
per
det
ail s
peci
ficat
ion
of m
anuf
actu
rer e
tc a
ll co
mpl
ete.
48K
G
18.3
1803
Ant
ite
rmite
chem
ical
treat
men
tof
soil
with
Chl
orpy
ripho
s/Li
ndan
eE
C20
%w
ith1%
conc
entra
tion
conf
orm
ing
toIS
:894
4an
das
per
IS:6
313
allc
ompl
ete.
Plin
thar
eaof
build
ing
atgr
ound
floor
only
shal
lbe
mea
sure
d fo
r pay
men
t.
120
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
31 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
18.4
1804
Sup
ply
and
inst
alla
tion
ofap
prov
ed25
mm
thic
kvi
brat
ion
dam
ping
resi
lient
pads
on/a
roun
dfo
unda
tion
of v
ibra
ting
equi
pmen
t and
at o
ther
loca
tions
all
com
plet
e.20
SQ
M
18.5
1805
AP
rovi
ding
25m
mth
ick
prem
ixca
rpet
surfa
cing
laid
with
12m
mdo
wng
rade
dst
one
chip
sm
ixed
with
80/1
00 g
rade
bitu
men
@ 5
2 kg
/ cum
incl
udin
g co
mpa
ctio
n et
c al
l com
plet
e.12
0S
QM
18.6
1806
AP
rovi
ding
75m
mth
ick
grav
el,
coar
sesa
ndor
othe
rsu
itabl
em
ater
ialt
oppi
ngw
ithco
mpa
cted
crus
hed
ston
e,sc
reen
ings
,fin
egr
avel
,cle
arsa
ndor
sim
ilar
mat
eria
lmix
edw
ithho
tasp
halt
(80/
100
bitu
men
orits
equ
ival
ent q
ualit
y 8
to 1
0% b
y vo
lum
e) a
nd ro
lled
or c
ompa
cted
all
com
plet
e.
120
SQ
M
18.7
1808
Pro
vidi
ngan
dfix
ing
alum
iniu
mst
rips
min
imum
18S
WG
thk
and
300
mm
wid
eov
erex
pans
ion
join
tsw
ithm
inim
um la
p of
50
mm
leng
th in
clud
ing
bras
s/ a
lum
iniu
m s
crew
s, ra
wl p
lugs
etc
all
com
plet
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KG
18.8
1809
Pro
vidi
ngch
emic
alin
ject
ion
grou
ting
with
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sure
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pfo
rw
ater
reta
inin
gco
ncre
test
ruct
ures
conf
orm
ing
toIS
:649
4,in
clud
ing
fixin
gno
zzle
s,co
stof
appr
oved
cem
ent,
adm
ixtu
re,
curin
get
cal
lco
mpl
ete.
Pay
men
t sha
ll be
mad
e as
per
the
cons
umpt
ion
of c
hem
ical
gro
ut.
64K
G
18.9
1810
Rec
eipt
,la
ying
and
fixin
gra
ils,
guid
era
ils,
fixtu
res,
bolts
etc
inco
ncre
tefo
rtra
nsfo
rmer
,ra
iltra
ckin
clud
ing
cutti
ng o
f rai
ls, j
oini
ng o
f rai
ls, a
ncho
ring
lugs
etc
all
com
plet
e.40
MT
18.1
018
11P
rovi
ding
and
fixin
gw
eep
hole
sin
drai
nsco
nsis
ting
of10
0m
mdi
aH
DP
Epi
pesl
eeve
sw
ithsi
ngle
side
cove
ring
fort
hepi
pem
outh
with
galv
anis
edw
elde
dw
irefa
bric
of20
mm
sqop
enin
gco
vere
dw
ith40
mm
dow
ngra
ded
aggr
egat
es in
300
x 3
00 m
m s
q an
d 30
0 m
m d
eep
size
all
com
plet
e.
161
NO
18.1
118
12La
ying
ofea
rthin
gm
ats/
rods
incl
udin
gris
ers,
trans
porta
tion
from
yard
stor
es,l
oadi
ng,u
nloa
ding
,cut
ting
tole
ngth
,w
eldi
ng,
prot
ectiv
epa
intin
gof
join
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cal
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plet
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xcav
atio
n&
back
fillin
gsh
allb
epa
idse
para
tely
unde
rre
spec
tive
item
ofea
rthw
ork.
Ear
thin
gm
ats/
rods
shal
lbe
supp
lied
byB
HE
Lfre
eof
cost
as
per t
ende
r.
24M
T
18.1
218
13P
rovi
ding
earth
ing
pit
aspe
rdr
awin
gw
ithch
arco
al&
salt,
GI
pipe
s,G
Iea
rthel
ectro
des,
GI
wire
,G
Ist
rips,
bric
k ch
ambe
r with
cov
ers
incl
udin
g as
soci
ated
ear
thw
ork
etc
all c
ompl
ete.
5N
O
18.1
318
14C
onst
ruct
ion
ofbe
low
grou
ndea
rthin
gsy
stem
test
pits
aspe
rdr
awin
g/sk
etch
esin
clud
ing
bric
kwor
k,pl
aste
r,co
ncre
ting,
rein
forc
emen
t,fo
rmw
ork,
prov
idin
g&
fixin
gG
Istri
ps/p
ipes
,GIw
ires,
cove
rset
cas
per d
raw
ing
& s
peci
ficat
ion
incl
udin
g as
soci
ated
ear
thw
ork.
2N
O
18.1
418
15P
rovi
ding
and
fixin
gG
Irun
gsin
conc
rete
/bric
kw
alls
havi
ngzi
ncco
atin
gof
min
imum
900
g/sq
met
cal
lco
mpl
ete.
120
KG
18.1
518
16P
rovi
ding
and
fixin
gP
VC
pres
sure
rele
ase
valv
eof
min
imum
dia
90m
min
wat
erre
tain
ing
stru
ctur
ein
clud
ing
160
mm
dia
hous
ing
pipe
ofm
inim
umle
ngth
3.75
mw
ithpe
rfora
tion
aspe
rIS
:455
8,ny
lon
jali,
perfo
rate
d en
d pl
ug, c
olla
r, gr
aded
filte
r, ex
cava
tion,
fixi
ng in
con
cret
e sl
ab/ w
all e
tc a
ll co
mpl
ete.
16N
O
18.1
618
17P
rovi
ding
and
fixin
gH
DP
Epi
pes
inco
ncre
te/
bric
kw
ork
offo
llow
ing
size
sin
clud
ing
cutti
ng,f
ixin
gan
dle
velli
ng in
pos
ition
etc
all
com
plet
e.18
.16.
1a
Upt
o 75
mm
dia
.40
RM
18.1
6.2
b10
0 m
m d
ia.
40R
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
32 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
18.1
6.3
c15
0 m
m d
ia.
40R
M18
.16.
4d
200
mm
dia
.40
RM
18.1
718
18P
rovi
ding
and
layi
ngdr
yst
one
pitc
hing
of23
0m
mth
ickn
ess
for
slop
epr
otec
tion
ince
men
tm
orta
r1:
6in
clud
ing
ham
mer
dres
sing
,rak
ing
ofjo
ints
,poi
ntin
g,pr
epar
ing
the
bedd
ing
surfa
cean
dvo
ids
fillin
gw
ithst
one
aggr
egat
e et
c al
l com
plet
e.
48S
QM
18.1
818
22C
uttin
g of
gro
ove
of 1
0 m
m x
40
mm
siz
e w
ith g
roov
e cu
tting
mac
hine
in c
oncr
ete
pavi
ng a
ll co
mpl
ete.
562
RM
18.1
918
23Fi
repr
oofin
gof
stee
lstru
ctur
esw
ithV
ER
MIC
ULI
TEce
men
tious
coat
ing
incl
udin
gsu
pply
ofal
lmat
eria
lsfo
rve
rmic
ulite
mat
eria
ls,
rein
forc
emen
tm
esh
(3m
mth
ick
wire
,50
x50
size
mes
h),
nuts
,tie
wire
s,w
eldi
ngs,
suf
ace
prep
arat
ion,
cur
ing,
sta
ging
, com
patib
le p
aint
ings
etc
all
com
plet
e.
2C
UM
18.2
018
24S
uppl
y&
fixin
gex
pand
edm
etal
stee
lshe
etco
nfor
min
gto
IS:4
12.S
ize
ofm
esh
shal
lbe
10m
mx
40m
mw
ith s
trand
s of
2.5
mm
wid
th a
nd 1
mm
thic
knes
s to
the
stru
ctur
al s
teel
for f
acili
tatin
g fir
epro
ofin
g w
orks
.11
2S
QM
18.2
118
25S
uppl
y an
d la
ying
app
rove
d qu
ality
sto
ne a
ggre
gate
40
mm
siz
e in
tran
sfor
mer
yar
ds.
24C
UM
18.2
218
26S
uppl
y an
d la
ying
app
rove
d qu
ality
roun
ded
pebb
les/
gra
vels
of 4
0 m
m s
ize
in tr
ansf
orm
er y
ards
.5
CU
M18
.23
1830
Dis
man
tling
old
exis
ting
stru
ctur
alst
eelw
ork
atan
yle
veli
nclu
ding
plat
es,b
olts
,cut
ting
rivet
s,w
eldi
ng,
dism
embe
ring
and
stac
king
the
dism
antle
d m
ater
ials
with
in a
lead
upt
o 1
km e
tc a
ll co
mpl
ete.
12M
T
18.2
418
31S
prin
klin
gof
wat
erby
wat
erta
nker
fitte
dw
ithpe
rfora
ted
GI
pipe
(por
tabl
eta
nker
min
imum
3000
litre
capa
city
)fo
rro
ads
and
mis
cella
neou
sar
eaw
ithin
plan
tbou
ndar
y,fo
rdu
stsu
pres
sion
and
redu
ctio
nof
susp
ende
dm
ater
iala
tsite
ford
ayto
day
wor
k,as
dire
cted
byB
HE
Lsi
teen
gine
er.W
ater
fort
his
purp
ose
shal
lbe
prov
ided
byB
HE
Lfre
eof
cost
aspe
rte
nder
and
utili
satio
nof
mac
hine
will
bein
term
sof
tank
-ho
ur p
ut in
act
ual u
se fo
r wat
er s
prin
klin
g.
60TA
NK
-H
R
18.2
518
32P
rovi
ding
&fil
ling
Ben
toni
teP
owde
r(S
odiu
mba
se)
mix
edw
ithw
ater
inel
ectro
nic
earth
ing
pit
aspe
rdr
awin
g&
dire
ctio
nbe
low
grou
ndle
veli
nclu
ding
allm
ater
ials
,tra
nspo
rtatio
n,la
bour
,in
cide
ntal
etc
all
com
plet
e as
per
spe
cific
atio
n.
5C
UM
18.2
618
33S
uppl
y&
fixin
gFR
P(fi
bre
rein
forc
edpl
astic
)sh
eets
2m
mth
ick
incl
udin
gG
Ihoo
ks/
Jor
Lbo
lts,n
uts,
was
hers
, bitu
men
was
hers
etc
com
plet
e in
clud
ing
over
lap
100
mm
.48
SQ
M
19.0
2000
FEN
CIN
G A
ND
GA
TES
Fenc
ing
and
gate
sin
clud
ing
alll
abou
r,m
ater
ial,
equi
pmen
tetc
atan
yle
vela
spe
rsp
ecifi
catio
n,dr
awin
gs a
nd a
s di
rect
ed b
y en
gine
er)
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
33 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
19.1
2001
AS
uppl
ying
and
erec
ting
inpo
sitio
n2.
4m
high
PV
Cco
ated
gava
nise
dch
ain
linke
dfe
ncin
gof
min
imum
8ga
uge
(incl
udin
gP
VC
coat
ing
)of
mes
hsi
ze75
mm
x75
mm
.Th
edi
amet
erof
the
hotd
ipga
lvan
ised
stee
lwire
for
chai
nlin
kfe
ncin
gex
clud
ing
PV
Cco
atin
gsh
alln
otbe
less
than
12ga
uge.
GIb
arbe
dw
irefe
ncin
gof
heig
htof
600
mm
conf
irmin
gto
IS:2
98at
top
ofch
ain
link
fenc
ing
shal
lbe
prov
ided
with
4st
rand
sof
barb
edw
ireho
tdi
pga
lvan
ised
wire
of12
Gco
mpr
isin
gof
3pl
yof
wire
sw
ithba
rbs
of16
Gsp
aced
at10
0mm
.Cos
tto
incl
ude
for
GIh
ook
bolts
,rin
gs&
was
hers
,hot
dip
galv
anis
edte
nsio
nw
ires,
25x
6m
mG
Ifla
tst
retc
her
bar
aten
dpo
sts,
acce
ssor
ies
etc
all
com
plet
e.S
truct
ural
post
shal
lbe
sepa
rate
ly p
aid
unde
r ite
m 2
007.
Pay
men
tter
ms
-a)O
nre
ceip
tofc
hain
link
fenc
ing
atsi
te-5
0%;b
)On
com
plet
ion
ofer
ectio
n&
fixin
g-
50%
.
144
RM
19.2
2003
AS
uppl
ying
and
erec
ting
inpo
sitio
n2.
4m
high
PV
Cco
ated
gava
nise
dch
ain
linke
dfe
ncin
gof
min
imum
8ga
uge
(incl
udin
gP
VC
coat
ing
)of
mes
hsi
ze75
mm
x75
mm
.Th
edi
amet
erof
the
hotd
ipga
lvan
ised
stee
lwire
for
chai
nlin
kfe
ncin
gex
clud
ing
PV
Cco
atin
gsh
alln
otbe
less
than
8ga
uge.
Con
certi
naof
heig
htof
600
mm
atto
pof
chai
nlin
kfe
ncin
gsh
allb
epr
ovid
edw
ithal
lacc
esso
ries.
Con
certi
nals
hall
befro
mte
nsile
serr
ated
galv
anis
edw
ire(H
TSW
)m
ade
with
wire
diam
eter
of2.
5m
mw
hich
will
best
retc
hed
to6m
and
atta
ched
ontw
ost
rand
sof
galv
anis
edH
TSS
W(h
igh
tens
ilesp
ring
stee
lwire
)of2
.5m
mdi
aby
mea
nsof
clip
sat
1m
inte
rval
.The
setw
oH
TSS
Wst
rand
sw
illbe
atta
ched
toth
efe
nce
post
s/an
gles
with
12m
mse
curit
yfa
sten
ers.
Cos
tto
incl
ude
for
GIh
ook
bolts
,rin
gs&
was
hers
,hot
dip
galv
anis
edte
nsio
nw
ires,
25x
6m
mG
Ifla
tst
retc
her
bar
aten
dpo
sts
etc
all
com
plet
e.S
truct
ural
post
shal
lbe
paid
sepa
rate
ly.
Pay
men
tter
ms
-a)O
nre
ceip
tofc
hain
link
fenc
ing
atsi
te-5
0%;b
)On
com
plet
ion
ofer
ectio
n&
fixin
g-
50%
.
289
RM
19.3
2008
Sup
ply,
fabr
icat
ion
and
fixin
g of
mild
ste
el p
osts
for f
enci
ng in
clud
ing
pain
ting
etc
all c
ompl
ete.
2M
T19
.420
10S
uppl
y,fa
bric
atio
nan
din
stal
ling
inpo
sitio
nan
dte
stin
gM
Sga
tes
out
ofch
anne
ls,
jois
ts,
angl
es,
flats
,pl
ates
,pi
pes,
wel
ded
stee
lw
irem
esh
&sh
eets
incl
udin
gst
iffne
rs,
brac
ings
,fa
bric
ated
hing
es,
MS
aldr
ops
with
lock
ing
arra
ngem
ent,
tem
pere
dst
eelp
ivot
,gu
ide
track
ofM
Ste
e,br
onze
alum
iniu
mba
llbe
arin
g ar
rang
emen
ts, c
asto
r whe
els,
pai
ntin
gs e
tc a
ll co
mpl
ete
as p
er s
peci
ficat
ion.
2M
T
20.0
2100
WA
TER
SU
PPLY
(Wat
ersu
pply
wor
kin
clud
ing
men
,m
ater
ial,
equi
pmen
tet
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
as
dire
cted
by
engi
neer
)20
.121
01P
rovi
ding
and
fixin
gin
posi
tion
test
edhe
avy
duty
type
chro
miu
mpl
ated
(CP
)br
ass
long
neck
bib
cock
sin
clud
ing
sock
ets,
uni
on, n
uts
etc
all c
ompl
ete
- 15
mm
nom
inal
bor
e.36
NO
20.2
2102
Pro
vidi
ngan
dfix
ing
inpo
sitio
nhe
avy
duty
bras
sst
opco
ckof
appr
oved
qual
ityin
clud
ing
alls
peci
als
etc
all c
ompl
ete
- 15
mm
nom
inal
bor
e.48
NO
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
34 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
20.3
2103
Pro
vidi
ngan
dfix
ing
inpo
sitio
nhe
avy
duty
bras
sfu
llw
ayva
lve
with
whe
elof
appr
oved
qual
ityin
clud
ing
all s
peci
als
etc
all c
ompl
ete
for f
ollo
win
g si
zes.
20.3
.1a
25 m
m n
omin
al b
ore.
40N
O20
.3.2
b50
mm
nom
inal
bor
e.32
NO
20.4
2104
Pro
vidi
ngan
dfix
ing
GIp
ipes
clas
sB
med
ium
clas
sco
nfor
min
gto
IS:1
239
pipe
ssh
allb
eco
ncea
led
and
pain
ted
with
antic
orrs
ive
pain
t,co
mpl
ete
fori
nter
nalw
orks
with
GIs
ocke
ts,u
nion
s,el
bow
s,te
es,n
ippl
eset
c an
d cl
amps
incl
udin
g cu
tting
and
mak
ing
good
the
wal
ls e
tc a
ll co
mpl
ete
for f
ollo
win
g si
zes.
20.4
.1a
15 m
m n
omin
al b
ore.
562
RM
20.4
.2b
20 m
m n
omin
al b
ore.
490
RM
20.4
.3c
25 m
m n
omin
al b
ore.
498
RM
20.5
2105
Pro
vidi
ngan
dfix
ing
GIp
ipes
clas
sB
com
plet
efo
rex
tern
alw
ork
with
GIs
ocke
ts,u
nion
s,el
bow
s,te
es,
nipp
les
etc
incl
udin
g tre
nchi
ng &
refil
ling,
ant
i-cor
rosi
ve p
aint
etc
all
com
plet
e fo
r fol
low
ing
size
s.
20.5
.1a
15 m
m n
omin
al b
ore.
739
RM
20.5
.2b
20 m
m n
omin
al b
ore.
594
RM
20.5
.3c
25 m
m n
omin
al b
ore.
546
RM
20.5
.4d
50 m
m n
omin
al b
ore.
337
RM
20.6
2106
Pro
vidi
ngan
dfix
ing
610
mm
x45
3m
mx6
mm
thk
mirr
orfro
mre
pute
dm
irror
man
ufac
ture
r.M
irror
shal
lbe
mou
nted
with
gla
ss a
djus
tabl
e re
volv
ing
CP
bra
cket
s w
ith C
P s
crew
s et
c al
l com
plet
e.5
NO
20.7
2106
AP
rovi
ding
and
fixin
g45
0m
mx
750
mm
high
squa
reed
ge6
mm
thk
float
glas
sm
irror
from
repu
ted
mirr
orm
anuf
actu
rer.
Mirr
orsh
allb
em
ount
edw
ithgl
ass
adju
stab
lere
volv
ing
CP
brac
kets
with
CP
scre
ws
etc
all
com
plet
e.
24N
O
20.8
2107
Pro
vidi
ngan
dfix
ing
610
mm
x12
7m
mx
6m
mth
kcl
earg
lass
with
CP
Gua
rdra
ilsan
dm
ount
edon
CP
brac
kets
etc
all
com
plet
e.5
NO
20.9
2108
Pro
vidi
ng a
nd fi
25
mm
dia
met
er s
tain
less
ste
el to
wel
rails
(600
mm
x 2
5 m
m) a
ll co
mpl
ete.
36N
O20
.10
2109
Pro
vidi
ngan
dfix
ing
20m
mdi
ach
rom
ium
plat
edM
S.p
ipes
wal
lmou
nted
tow
elro
dw
ithC
Pbr
acke
tset
cal
l com
plet
e.5
NO
20.1
121
10P
rovi
ding
and
fixi
ng C
P s
oap
hold
er m
ount
ed w
ith C
P s
crew
s et
c al
l com
plet
e.5
NO
20.1
221
11A
Pro
vidi
ngan
dfix
ing
stai
nles
sst
eell
iqui
dso
apdi
spen
ser.
Dis
pens
ersh
allb
ero
und
and
easi
lyre
volv
ing
with
rem
ovab
le th
read
ed n
ozzl
e an
d m
ount
ed o
n S
S b
rack
ets
etc
all c
ompl
ete.
5N
O
20.1
321
12A
Pro
vidi
ngan
dfix
ing
glaz
edvi
treou
sw
allm
ount
edS
Spa
perr
ollh
olde
rwith
suita
ble
cove
rcum
cutte
rfitt
edw
ith C
P s
crew
s et
c al
l com
plet
e.24
NO
20.1
421
13P
rovi
ding
and
fixi
ng c
hrom
ium
pla
ted
bras
s sh
ower
rose
with
15
or 2
0 m
m in
let a
ll co
mpl
ete.
5N
O
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
35 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
20.1
521
14P
rovi
ding
&fix
ing
inpo
sitio
nP
VC
wat
erta
nkof
Syn
tex
orap
prov
edeq
uiva
lent
incl
udin
gm
akin
gal
lne
cess
ary
inle
t&ou
tletp
ipes
,fix
ture
,bal
lcoc
ks,v
alve
set
cal
lcom
plet
efo
rfol
low
ing
capa
citie
s.G
Ipip
essh
all b
e pa
id s
epar
atel
y un
der S
T N
O 2
105.
20.1
5.1
a10
00 li
tres
capa
city
.6
NO
20.1
5.2
b20
00 li
tres
capa
city
.10
NO
20.1
5.3
c50
00 li
tres
capa
city
.2
NO
20.1
621
15P
rovi
ding
and
fixin
gap
prov
edst
ainl
ess
stee
lsin
kw
ithin
tegr
ated
drai
nboa
rdas
perI
S:1
3983
ofsi
ze91
5x
460
x17
8mm
with
CIb
rack
ets,
stai
nles
sst
eelc
hain
with
rubb
erpl
ug40
mm
,CP
bras
sw
aste
trap
with
nece
ssar
yun
ion
com
plet
ein
clud
ing
pain
ting
the
fittin
gs,c
uttin
gan
dm
akin
ggo
odth
ew
allw
here
requ
ired
etc
all c
ompl
ete.
5N
O
20.1
721
16A
Pro
vidi
ng a
nd fi
min
imum
600
mm
PO
RC
ELA
IN T
RA
Y w
ith s
uita
ble
with
CP
scr
ews
etc
all
com
plet
e.5
NO
20.1
821
17A
Pro
vidi
ng a
nd fi
rece
ssed
por
cela
in s
oap
tray
all c
ompl
ete.
5N
O20
.19
2118
AP
rovi
ding
and
fixi
ng R
OB
E H
OO
KS
with
sui
tabl
e C
P s
crew
s al
l com
plet
e.5
NO
21.0
2200
SAN
ITA
RY
WO
RK
S(S
anita
ryw
ork
incl
udin
gal
lla
bour
,m
ater
ial,
equi
pmen
tet
cat
any
leve
las
per
spec
ifica
tion,
draw
ings
and
as
dire
cted
by
engi
neer
)21
.122
01S
uppl
yan
dfix
ing
glaz
edvi
treou
sch
ina
Was
hB
asin
conf
orm
ing
toIS
:255
6pa
rt4
ofov
alsh
ape
with
RS
orC
.br
acke
tspa
inte
dw
hite
,15
mm
chro
miu
mpl
ated
bras
sho
t&
cold
fauc
ets
with
nylo
nw
ashe
rs,
chro
miu
mpl
ated
bras
sch
ain
with
rubb
erpl
ug,
32m
mch
rom
ium
plat
edbr
ass
bottl
etra
pan
dw
aste
ofst
anda
rdpa
ttern
,32
mm
dia
chro
miu
mpl
ated
bras
stra
pun
ions
,pla
stic
conn
ectio
npi
pew
ithch
rom
ium
plat
ed n
uts,
fitti
ngs,
cut
ting
and
mak
ing
good
the
wal
ls w
here
requ
ired
etc
all c
ompl
ete.
21.1
.1a
Whi
te.
28N
O21
.1.2
bC
olor
ed.
12N
O21
.222
02P
rovi
ding
and
fixin
gap
prov
edvi
treou
sch
ina
labo
rato
rysi
nkof
size
600
x40
0x
200
mm
conf
orm
ing
toIS
:255
6(p
art-5
)with
RS
orC
Ibra
cket
s,ch
rom
ium
plat
edbr
ass
chai
nw
ithru
bber
plug
40m
m,C
Pbr
ass
was
tean
d40
mm
CP
bras
stra
pw
ithne
cess
aary
unio
nco
mpl
ete
incl
udin
gpa
intin
gth
efit
tings
,cut
ting
and
mak
ing
good
the
wal
l whe
re re
quire
d et
c al
l com
plet
e.
8N
O
21.3
2203
Pro
vidi
ngan
dfix
ing
stai
nles
sst
eelk
itche
nsi
nkof
size
750
x51
0x
200
mm
conf
orm
ing
toIS
:139
83in
clud
ing
all f
ittin
gs e
tc a
ll co
mpl
ete.
2N
O
21.4
2204
Pro
vidi
ngan
dfix
ing
colo
urgl
azed
vitre
ous
chin
aE
urop
ean
type
wat
ercl
oset
conf
orm
ing
toIS
:255
6w
ithsi
phon
,op
enfro
ntso
lidpl
astic
seat
and
plas
ticco
ver,
low
leve
l12.
5lit
reP
VC
flush
ing
cist
ern
(sam
eco
lour
as
WC
) with
val
vele
ss fi
tting
s, n
eces
sary
CP
con
nect
ions
etc
all
com
plet
e.
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
36 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
21.4
.1a
Floo
r mou
nted
.28
NO
21.4
.2b
Wal
l mou
nted
.12
NO
21.5
2205
Pro
vidi
ngan
dfix
ing
colo
urgl
azed
vitre
ous
indi
anty
peO
rissa
patte
rn(5
80x
440
mm
)w
ater
clos
etco
nfor
min
gto
IS:2
556
part
3w
ithal
lfitt
ings
incl
udin
gfo
otre
sts,
low
leve
l12.
5lit
reP
VC
flush
ing
cist
ern
with
val
vele
ss fi
tting
s, n
eces
sary
CP
con
nect
ions
etc
all
com
plet
e.
12N
O
21.6
2206
Pro
vidi
ngan
dfix
ing
whi
tefla
tbac
kgl
azed
vitre
ous
chin
aur
inal
sof
size
440
x26
5x
355
mm
with
phot
ovo
ltaic
cont
rolf
lush
ing
syst
emas
per
IS:2
556
(par
t6,s
ectio
n1)
with
flush
pipe
s,le
adpi
pes,
grat
ings
,tra
ps a
nd n
eces
sary
CP
fitti
ngs
etc
all c
ompl
ete.
28N
O
21.7
2208
Pro
vidi
ng,
layi
nglig
htdu
tyno
npr
essu
reN
P3
clas
sR
CC
pipe
sw
ithco
llars
join
ted
with
stiff
mix
ture
ofce
men
tmor
tar1
:2in
clud
ing
test
ing
ofjo
ints
etc
allc
ompl
ete
forf
ollo
win
g.E
xcav
atio
n,ba
ckfil
ling
shal
lbe
paid
sep
arat
ely
as p
er re
leva
nt it
em.
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ial
at s
ite -
50%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
50%
.21
.7.1
a20
0 m
m d
ia.
642
RM
21.7
.2b
300
mm
dia
.24
1R
M21
.7.3
c45
0 m
m d
ia.
385
RM
21.7
.4b
600
mm
dia
305
RM
21.7
.5e
900
mm
dia
329
RM
21.8
2209
Pro
vidi
ng,
layi
nglig
htdu
tyno
npr
essu
reN
P2
clas
sR
CC
pipe
sw
ithco
llars
join
ted
with
stiff
mix
ture
ofce
men
tmor
tar
1:2
incl
udin
gte
stin
gof
join
tset
cco
mpl
ete
for
follo
win
g.E
xcav
atio
n,ba
ckfil
ling
shal
lbe
paid
sep
arat
ely
as p
er re
leva
nt it
em.
Pay
men
t ter
ms
- a) O
n re
ceip
t of m
ater
ial
at s
ite -
50%
; b) O
n co
mpl
etio
n of
ere
ctio
n &
fixi
ng -
50%
.21
.8.1
a15
0 m
m d
ia.
40R
M21
.8.2
b25
0 m
m d
ia.
32R
M21
.8.3
c30
0 m
m d
ia.
24R
M21
.8.4
d50
0 m
m d
ia.
24R
M21
.922
10P
rovi
ding
,la
ying
light
duty
non
pres
sure
NP
4cl
ass
RC
Cpi
pes
with
colla
rsjo
inte
dw
ithst
iffm
ixtu
reof
cem
entm
orta
r1:
2in
clud
ing
test
ing
ofjo
ints
etc
com
plet
efo
rfo
llow
ing.
Exc
avat
ion,
back
fillin
gsh
allb
epa
id s
epar
atel
y as
per
rele
vant
item
.P
aym
ent t
erm
s - a
) On
rece
ipt o
f mat
eria
l at
site
- 50
%; b
) On
com
plet
ion
of e
rect
ion
& fi
- 50
%.
21.9
.1a
450
mm
dia
.32
RM
21.9
.2b
600
mm
dia
.32
RM
21.9
.3c
900
mm
dia
.3
RM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
37 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
21.1
022
11P
rovi
ding
and
fixin
gC
Im
anho
lehe
avy
duty
cove
rof
size
600
mm
x45
0m
min
clud
ing
fram
efro
mre
pute
d m
anuf
actu
re e
tc a
ll co
mpl
ete.
24N
O
21.1
122
12P
rovi
ding
and
fixi
ng c
ircul
ar h
eavy
dut
y C
I man
hole
cov
er o
f 600
mm
dia
with
fram
e et
c al
l com
plet
e.24
NO
21.1
222
13P
rovi
ding
and
fixin
gsq
uare
mou
thS
Wgu
llytra
pgr
ade
'A'
com
plet
ew
ithC
Igr
atin
g,br
ick
mas
onry
cham
ber
and
wat
ertig
htC
Icov
erw
ith30
0x
300
mm
(insi
de).
The
wei
ghto
fcov
erto
beno
tles
sth
an4.
53kg
and
fram
eto
beno
tles
sth
an2.
72kg
etc
allc
ompl
ete
forf
ollo
win
gsi
zes.
Exc
avat
ion,
back
fillin
gsh
all b
e pa
id s
epar
atel
y as
per
rele
vant
item
.21
.12.
1a
100
x 10
0 m
m P
or S
type
.48
NO
21.1
2.2
b15
0 x
100
mm
P o
r S ty
pe.
16N
O21
.12.
3c
150
x 15
0 m
m P
or S
type
.32
NO
21.1
322
15P
rovi
ding
and
fixi
ng C
I flo
or tr
aps
with
CP
jalli
all
com
plet
e.36
NO
21.1
422
17P
rovi
ding
and
inst
allin
g ap
prov
ed b
rand
sin
gle
tap
wat
er c
oole
r of 8
0 ltr
coo
ling
capa
city
all
com
plet
e.5
NO
21.1
522
18P
rovi
ding
and
inst
allin
g ap
prov
ed b
rand
sin
gle
tap
wat
er c
oole
r of 1
50 lt
r coo
ling
capa
city
all
com
plet
e.5
NO
21.1
622
19P
rovi
ding
and
fixi
ng w
hite
vite
rous
urin
al p
artit
ions
of s
ize
675
x 32
5 x
85 m
m a
ll co
mpl
ete.
10N
O21
.17
2220
Pro
vidi
ngan
dfix
ing
eye
and
face
drin
king
wat
erfo
unta
in(c
ombi
ned
unit
with
rece
ptac
leco
nfor
min
gto
IS:1
0592
) all
com
plet
e as
per
spe
cific
atio
n.5
NO
21.1
822
21A
Pro
vidi
ngan
dfix
ing
heav
ydu
tyca
stiro
npi
pes
for
abov
ean
dbe
low
grou
ndsa
nito
ryw
orks
with
wat
ertig
ht le
ad jo
int,
fixin
g cl
amps
, exc
avat
ion,
filli
ng, d
ispo
sal e
tc a
ll co
mpl
ete
for t
he fo
llow
ing.
21.1
8.1
a75
mm
dia
pip
es .
80R
M21
.18.
2b
100
mm
dia
pip
es.
112
RM
21.1
8.3
c15
0 m
m d
ia p
ipes
.96
RM
21.1
8.4
d20
0 m
m d
ia p
ipes
.40
RM
21.1
8.5
e25
0 m
m d
ia p
ipes
.24
RM
22.0
2300
STR
UC
TUR
AL
STEE
L(S
truc
tura
lste
elw
orks
incl
udin
gal
llab
our,
mat
eria
l,eq
uipm
ents
,tra
nspo
rtat
ion,
hand
ling
etc
atan
yle
vela
spe
rsp
ecifi
catio
n,dr
awin
gsan
das
dire
cted
byen
gine
er.U
nles
ssp
ecifi
edot
herw
ise,
stee
l will
be
supp
lied
by B
HEL
free
of c
ost a
s pe
r ten
der)
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
38 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.1
2301
ATr
ansp
ort
from
stor
e,fa
bric
atio
nan
der
ectio
nof
stru
ctur
alst
eelw
ithm
ildst
eelr
olle
dse
ctio
n/bu
iltup
sect
ion/
com
bina
tion
ofbo
thco
nfor
min
gto
IS:2
062,
pipe
sco
nfor
min
gto
IS:1
161/
IS:1
239,
cheq
uere
dpl
ate
conf
orm
ing
toIS
:305
2,m
ildst
eelr
ound
s,m
onor
ails
,sta
ys,l
adde
rs,e
tcin
colu
mns
,bea
ms,
gant
rygi
rder
s,bu
nker
s,si
los,
hopp
ers,
roof
truss
es,
porta
ls,
lace
dpu
rlins
,sp
ace
fram
es,
hang
ers,
stru
ts,
mon
orai
ls,
galle
ries,
stiff
ener
s,w
allb
eam
s,sh
eetin
gru
nner
s,br
acke
ts,
stub
colu
mns
,br
acin
gs,
clea
ts,
trest
les,
base
plat
es,
splic
epl
ates
,ch
eque
red
plat
eflo
orin
g,de
ckin
gan
dse
alpl
ates
,st
eelf
ram
egr
idov
erfa
lse
ceili
ng,w
alkw
aypl
atfo
rms,
ladd
ers,
stai
rs,s
tring
ers,
tread
s,la
ndin
gs,h
and-
rails
etc
incl
udin
g2
coat
sof
redo
xide
zinc
-chr
omat
epr
imer
(one
coat
atsh
opan
don
eco
ataf
tere
rect
ion)
,con
nect
ion
desi
gn&
prep
arat
ion
offa
bric
atio
ndr
gs,
colle
ctio
nof
stee
lfro
mst
ores
,fa
bric
atio
n,st
raig
hten
ing,
cutti
ng,
bend
ing,
rolli
ng,
grin
ding
,m
achi
ning
,dr
illin
g,w
eldi
ng,
elec
trode
san
dot
her
cons
umab
les,
alig
nmen
t,er
ectio
nbo
lts&
nuts
(wei
ghto
fere
ctio
nbo
lts,n
uts
and
wel
dsno
tpay
able
),as
sem
bly,
edge
prep
arat
ion,
preh
eatin
g(m
inpr
ehea
tand
inte
rpas
ste
mpe
ratu
reof
20o
Cfo
rwel
ding
over
20m
man
dup
to40
mm
&66
oC
for
wel
ding
over
40m
man
dup
to63
mm
&11
0oC
for
thic
knes
sov
er63
mm
&us
eof
low
hydr
ogen
/rad
ioge
nic
elec
trode
s),p
osth
eatin
g,te
stin
gof
wel
ders
,ins
pect
ion
ofw
elds
,vis
uali
nspe
ctio
n,no
nde
stru
ctiv
ean
dsp
ecia
lte
stin
g,re
ctifi
catio
nan
dco
rrec
tion
ofde
fect
ive
wel
ding
wor
ks,
prod
uctio
nte
stpl
ate,
insp
ectio
nan
dte
stin
g,er
ectio
nsc
hem
e,pr
otec
tion
agai
nst
dam
age
intra
nsit,
stab
ility
ofst
ruct
ures
,in
stal
latio
nof
tem
pora
ryst
ruct
ures
,se
tting
colu
mn
base
s,su
rface
prep
arat
ion
bym
eans
ofm
anua
lorm
echa
nica
lpow
erto
ols
aspe
rIS
:147
7pa
rt1,
touc
h-up
pain
ting,
rect
ifica
tion,
dism
antli
ngan
dre
mov
alof
allt
empo
rary
stru
ctur
es(w
eigh
toft
empo
rary
stru
ctur
esno
tpay
able
),re
turn
ofsu
rplu
s/w
aste
stee
lmat
eria
lsto
stor
eet
cal
lcom
plet
ein
clud
ing
appo
intm
ento
fase
pera
teag
ency
,app
rove
dby
BH
EL,
for
revi
ewan
dap
prov
alof
fabr
icat
ion
drgs
,in
cons
ulta
tion
with
BH
EL
for
all
stru
ctur
alst
eel
item
s,ex
clud
ing
mill
bay
and
bunk
erar
ea.
Stru
ctur
alst
eel
will
besu
pplie
dby
BH
EL
free
ofco
stas
per
tend
er.
Pay
men
ts te
rms
- a).
Fabr
icat
ion
- 65%
; b) E
rect
ion
- 25%
; c) A
lignm
ent -
10%
.
5050
MT
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
39 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.2
2301
BTr
ansp
ort
from
stor
e,fa
bric
atio
nan
der
ectio
nof
stru
ctur
alst
eelw
ithm
ildst
eelr
olle
dse
ctio
n/bu
iltup
sect
ion/
com
bina
tion
ofbo
thco
nfor
min
gto
IS:2
062,
pipe
sco
nfor
min
gto
IS:1
161/
IS:1
239,
cheq
uere
dpl
ate
conf
orm
ing
toIS
:305
2,m
ildst
eelr
ound
s,m
onor
ails
,sta
ys,l
adde
rs,e
tcin
colu
mns
,bea
ms,
gant
rygi
rder
s,bu
nker
s,si
los,
hopp
ers,
roof
truss
es,
porta
ls,
lace
dpu
rlins
,sp
ace
fram
es,
hang
ers,
stru
ts,
mon
orai
ls,
galle
ries,
stiff
ener
s,w
allb
eam
s,sh
eetin
gru
nner
s,br
acke
ts,
stub
colu
mns
,br
acin
gs,
clea
ts,
trest
les,
base
plat
es,
splic
epl
ates
,ch
eque
red
plat
eflo
orin
g,de
ckin
gan
dse
alpl
ates
,st
eelf
ram
egr
idov
erfa
lse
ceili
ng,w
alkw
aypl
atfo
rms,
ladd
ers,
stai
rs,s
tring
ers,
tread
s,la
ndin
gs,h
and-
rails
etc
incl
udin
g2
coat
sof
redo
xide
zinc
-chr
omat
epr
imer
(one
coat
atsh
opan
don
eco
ataf
tere
rect
ion)
,con
nect
ion
desi
gn&
prep
arat
ion
offa
bric
atio
ndr
gs,
colle
ctio
nof
stee
lfro
mst
ores
,fa
bric
atio
n,st
raig
hten
ing,
cutti
ng,
bend
ing,
rolli
ng,
grin
ding
,m
achi
ning
,dr
illin
g,w
eldi
ng,
elec
trode
san
dot
her
cons
umab
les,
alig
nmen
t,er
ectio
nbo
lts&
nuts
(wei
ghto
fere
ctio
nbo
lts,n
uts
and
wel
dsno
tpay
able
),as
sem
bly,
edge
prep
arat
ion,
preh
eatin
g(m
inpr
ehea
tand
inte
rpas
ste
mpe
ratu
reof
20o
Cfo
rwel
ding
over
20m
man
dup
to40
mm
&66
oC
for
wel
ding
over
40m
man
dup
to63
mm
&11
0oC
for
thic
knes
sov
er63
mm
&us
eof
low
hydr
ogen
/rad
ioge
nic
elec
trode
s),p
osth
eatin
g,te
stin
gof
wel
ders
,ins
pect
ion
ofw
elds
,vis
uali
nspe
ctio
n,no
nde
stru
ctiv
ean
dsp
ecia
lte
stin
g,re
ctifi
catio
nan
dco
rrec
tion
ofde
fect
ive
wel
ding
wor
ks,
prod
uctio
nte
stpl
ate,
insp
ectio
nan
dte
stin
g,er
ectio
nsc
hem
e,pr
otec
tion
agai
nst
dam
age
intra
nsit,
stab
ility
ofst
ruct
ures
,in
stal
latio
nof
tem
pora
ryst
ruct
ures
,se
tting
colu
mn
base
s,su
rface
prep
arat
ion
bym
eans
ofm
anua
lorm
echa
nica
lpow
erto
ols
aspe
rIS
:147
7P
art1
,tou
ch-u
ppa
intin
g,re
ctifi
catio
n,di
sman
tling
and
rem
oval
ofal
ltem
pora
ryst
ruct
ures
(wei
ghto
ftem
pora
ryst
ruct
ures
notp
ayab
le),
retu
rnof
surp
lus/
was
test
eelm
ater
ials
tost
ore
etc
allc
ompl
ete
incl
udin
gap
poin
tmen
tofa
sepe
rate
agen
cy,a
ppro
ved
byB
HE
L,fo
rrev
iew
and
appr
oval
offa
bric
atio
ndr
gs,i
nco
nsul
tatio
nw
ithB
HE
Lfo
rstru
ctur
alst
eelw
ork
ofm
illba
yan
d bu
nker
. Stru
ctur
al s
teel
will
be
supp
lied
by B
HE
L fre
e of
cos
t as
per t
ende
r.P
aym
ents
term
s - a
). Fa
bric
atio
n - 6
5%; b
) Ere
ctio
n - 2
5%; c
) Alig
nmen
t - 1
0%.
3411
MT
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
40 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.3
2301
DTr
ansp
orta
tion
from
fabr
icat
ion
yard
and
Erec
tion
ofal
read
yfa
bric
ated
stru
ctur
alst
eelm
embe
rsw
ithm
ildst
eelr
olle
dse
ctio
n/bu
iltup
sect
ion/
com
bina
tion
ofbo
thco
nfor
min
gto
IS:2
062,
pipe
sco
nfor
min
gto
IS:1
161/
IS:1
239,
cheq
uere
dpl
ate
conf
orm
ing
toIS
:305
2,m
ildst
eelr
ound
s,m
onor
ails
,st
ays,
ladd
ers,
etc
inco
lum
ns,b
eam
s,ga
ntry
gird
ers,
bunk
ers,
silo
s,ho
pper
s,ro
oftru
sses
,por
tals
,lac
edpu
rlins
,spa
cefra
mes
,ha
nger
s,st
ruts
,m
onor
ails
,ga
llerie
s,st
iffen
ers,
wal
lbe
ams,
shee
ting
runn
ers,
brac
kets
,st
ubco
lum
ns,b
raci
ngs,
clea
ts,t
rest
les,
base
plat
es,s
plic
epl
ates
,che
quer
edpl
ate
floor
ing,
deck
ing
and
seal
plat
es,s
teel
fram
egr
idov
erfa
lse
ceili
ng,w
alkw
aypl
atfo
rms,
ladd
ers,
stai
rs,s
tring
ers,
tread
s,la
ndin
gs,
hand
-rai
lset
c,m
achi
ning
,dril
ling,
wel
ding
,ele
ctro
des
and
othe
rcon
sum
able
s,al
ignm
ent,
erec
tion
bolts
&nu
ts(w
eigh
tofe
rect
ion
bolts
,nut
san
dw
elds
notp
ayab
le),
asse
mbl
y,ed
gepr
epar
atio
n,pr
ehea
ting
(min
preh
eata
ndin
terp
ass
tem
pera
ture
of20
oC
forw
eldi
ngov
er20
mm
and
upto
40m
m&
66o
Cfo
rwel
ding
over
40m
man
dup
to63
mm
&11
0oC
for
thic
knes
sov
er63
mm
&us
eof
low
hydr
ogen
/ra
diog
enic
elec
trode
s),p
osth
eatin
g,te
stin
gof
wel
ders
,ins
pect
ion
ofw
elds
,vis
uali
nspe
ctio
n,no
nde
stru
ctiv
ean
dsp
ecia
ltes
ting,
rect
ifica
tion
and
corr
ectio
nof
defe
ctiv
ew
eldi
ngw
orks
,pr
oduc
tion
test
plat
e,in
spec
tion
and
test
ing,
erec
tion
sche
me,
prot
ectio
nag
ains
tda
mag
ein
trans
it,st
abili
tyof
stru
ctur
es,
inst
alla
tion
ofte
mpo
rary
stru
ctur
es,
setti
ngco
lum
nba
ses,
surfa
cepr
epar
atio
nby
mea
nsof
man
ual
orm
echa
nica
lpo
wer
tool
sas
per
IS:1
477
part
1,to
uch-
uppa
intin
g,re
ctifi
catio
n,di
sman
tling
and
rem
oval
ofal
lte
mpo
rary
stru
ctur
es(w
eigh
tof
tem
pora
ryst
ruct
ures
not
paya
ble)
,re
turn
ofsu
rplu
s/w
aste
stee
lm
ater
ials
tost
ore
etc
allc
ompl
ete
inco
nsul
tatio
nw
ithB
HE
Lfo
ral
lstru
ctur
alst
eeli
tem
s,ex
clud
ing
mill
bay
and
bunk
er a
rea.
Fabr
icat
edS
truct
ural
ste
el m
embe
rs w
ill b
e ha
nded
ove
r by
BH
EL.
Pay
men
ts te
rms
- a) E
rect
ion
- 50%
; b) A
lignm
ent -
50%
.
3330
MT
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
41 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.4
2301
ETr
ansp
orta
tion
from
fabr
icat
ion
yard
and
Erec
tion
ofal
read
yfa
bric
ated
stru
ctur
alst
eelm
embe
rw
ithm
ildst
eelr
olle
dse
ctio
n/bu
iltup
sect
ion/
com
bina
tion
ofbo
thco
nfor
min
gto
IS:2
062,
pipe
sco
nfor
min
gto
IS:1
161/
IS:1
239,
cheq
uere
dpl
ate
conf
orm
ing
toIS
:305
2,m
ildst
eelr
ound
s,m
onor
ails
,st
ays,
ladd
ers,
etc
inco
lum
ns,b
eam
s,ga
ntry
gird
ers,
bunk
ers,
silo
s,ho
pper
s,ro
oftru
sses
,por
tals
,lac
edpu
rlins
,spa
cefra
mes
,ha
nger
s,st
ruts
,m
onor
ails
,ga
llerie
s,st
iffen
ers,
wal
lbe
ams,
shee
ting
runn
ers,
brac
kets
,st
ubco
lum
ns,b
raci
ngs,
clea
ts,t
rest
les,
base
plat
es,s
plic
epl
ates
,che
quer
edpl
ate
floor
ing,
deck
ing
and
seal
plat
es,s
teel
fram
egr
idov
erfa
lse
ceili
ng,w
alkw
aypl
atfo
rms,
ladd
ers,
stai
rs,s
tring
ers,
tread
s,la
ndin
gs,
hand
-rai
lset
c,m
achi
ning
,dril
ling,
wel
ding
,ele
ctro
des
and
othe
rcon
sum
able
s,al
ignm
ent,
erec
tion
bolts
&nu
ts(w
eigh
tofe
rect
ion
bolts
,nut
san
dw
elds
notp
ayab
le),
asse
mbl
y,ed
gepr
epar
atio
n,pr
ehea
ting
(min
preh
eata
ndin
terp
ass
tem
pera
ture
of20
oC
forw
eldi
ngov
er20
mm
and
upto
40m
m&
66o
Cfo
rwel
ding
over
40m
man
dup
to63
mm
&11
0oC
for
thic
knes
sov
er63
mm
&us
eof
low
hydr
ogen
/ra
diog
enic
elec
trode
s),p
osth
eatin
g,te
stin
gof
wel
ders
,ins
pect
ion
ofw
elds
,vis
uali
nspe
ctio
n,no
nde
stru
ctiv
ean
dsp
ecia
ltes
ting,
rect
ifica
tion
and
corr
ectio
nof
defe
ctiv
ew
eldi
ngw
orks
,pr
oduc
tion
test
plat
e,in
spec
tion
and
test
ing,
erec
tion
sche
me,
prot
ectio
nag
ains
tda
mag
ein
trans
it,st
abili
tyof
stru
ctur
es,
inst
alla
tion
ofte
mpo
rary
stru
ctur
es,
setti
ngco
lum
nba
ses,
surfa
cepr
epar
atio
nby
mea
nsof
man
ual
orm
echa
nica
lpo
wer
tool
sas
per
IS:1
477
part
1,to
uch-
uppa
intin
g,re
ctifi
catio
n,di
sman
tling
and
rem
oval
ofal
lte
mpo
rary
stru
ctur
es(w
eigh
tof
tem
pora
ryst
ruct
ures
not
paya
ble)
,re
turn
ofsu
rplu
s/w
aste
stee
lm
ater
ials
tost
ore
etc
allc
ompl
ete
inco
nsul
tatio
nw
ithB
HE
Lfo
rall
stru
ctur
alst
eeli
tem
sfo
rmill
bay
and
bunk
er a
rea.
Fabr
icat
edS
truct
ural
ste
el m
embe
rs w
ill b
e su
pplie
d by
BH
EL.
Pay
men
t ter
ms
- a) E
rect
ion
- 50%
; b) A
lignm
ent -
50%
.
720
MT
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
42 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.5
2301
FA
lignm
ent
ofal
read
yer
ecte
dst
ruct
ure
ofm
ildst
eelr
olle
dse
ctio
n/bu
iltup
sect
ion/
com
bina
tion
ofbo
thco
nfor
min
gto
IS:2
062,
pipe
sco
nfor
min
gto
IS:1
161/
IS:1
239,
cheq
uere
dpl
ate
conf
orm
ing
toIS
:305
2,m
ildst
eelr
ound
s,m
onor
ails
,st
ays,
ladd
ers,
etc
inco
lum
ns,
beam
s,ga
ntry
gird
ers,
bunk
ers,
silo
s,ho
pper
s,ro
oftru
sses
,po
rtals
,la
ced
purli
ns,
spac
efra
mes
,ha
nger
s,st
ruts
,m
onor
ails
,ga
llerie
s,st
iffen
ers,
wal
lbea
ms,
shee
ting
runn
ers,
brac
kets
,stu
bco
lum
ns,b
raci
ngs,
clea
ts,t
rest
les,
base
plat
es,
splic
epl
ates
,ch
eque
red
plat
eflo
orin
g,de
ckin
gan
dse
alpl
ates
,st
eel
fram
egr
idov
erfa
lse
ceili
ng,
wal
kway
plat
form
s,la
dder
s,st
airs
,stri
nger
s,tre
ads,
land
ings
,han
d-ra
ilset
c,m
achi
ning
,dril
ling,
wel
ding
,el
ectro
des
and
othe
rco
nsum
able
s,al
ignm
ent,
erec
tion
bolts
&nu
ts(w
eigh
tof
erec
tion
bolts
,nu
tsan
dw
elds
notp
ayab
le),
asse
mbl
y,ed
gepr
epar
atio
n,pr
ehea
ting
(min
preh
eat
and
inte
rpas
ste
mpe
ratu
reof
20o
Cfo
rwel
ding
over
20m
man
dup
to40
mm
&66
oC
forw
eldi
ngov
er40
mm
and
upto
63m
m&
110o
Cfo
rth
ickn
ess
over
63m
m&
use
oflo
why
drog
en/
radi
ogen
icel
ectro
des)
,po
sthe
atin
g,te
stin
gof
wel
ders
,in
spec
tion
ofw
elds
,vi
sual
insp
ectio
n,no
nde
stru
ctiv
ean
dsp
ecia
lte
stin
g,re
ctifi
catio
nan
dco
rrec
tion
ofde
fect
ive
wel
ding
wor
ks,
prod
uctio
nte
stpl
ate,
insp
ectio
nan
dte
stin
g,er
ectio
nsc
hem
e,pr
otec
tion
agai
nst
dam
age
intra
nsit,
stab
ility
ofst
ruct
ures
,in
stal
latio
nof
tem
pora
ryst
ruct
ures
,se
tting
colu
mn
base
s,su
rface
prep
arat
ion
bym
eans
ofm
anua
lorm
echa
nica
lpow
erto
ols
aspe
rIS
:147
7pa
rt1,
touc
h-up
pain
ting,
rect
ifica
tion,
dism
antli
ngan
dre
mov
alof
allt
empo
rary
stru
ctur
es(w
eigh
toft
empo
rary
stru
ctur
esno
tpay
able
),re
turn
ofsu
rplu
s/w
aste
stee
lmat
eria
lsto
stor
eet
cal
lcom
plet
ein
cons
ulta
tion
with
BH
EL
for a
ll st
ruct
ural
ste
el it
ems,
exc
ludi
ng m
ill b
ay a
nd b
unke
r are
a.P
aym
ent t
erm
s - a
) Ere
ctio
n - 5
0%; b
) Alig
nmen
t - 5
0%.
2175
MT
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
43 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.6
2301
GC
ompl
ete
fabr
icat
ion
ofin
com
plet
efa
bric
ated
stru
ctur
alst
eelm
embe
rs(e
ither
infit
upst
age
orw
eldi
ngst
age
orfin
ishi
ngst
age)
with
mild
stee
lrol
led
sect
ion/
built
upse
ctio
n/co
mbi
natio
nof
both
conf
orm
ing
toIS
:206
2,pi
pes
conf
orm
ing
toIS
:116
1/IS
:123
9,ch
eque
red
plat
eco
nfor
min
gto
IS:3
052,
mild
stee
lrou
nds,
mon
orai
ls,
stay
s,la
dder
s,et
cin
colu
mns
,be
ams,
gant
rygi
rder
s,bu
nker
s,si
los,
hopp
ers,
roof
truss
es,
porta
ls, l
aced
pur
lins,
spa
ce fr
ames
, han
gers
, stru
ts, m
onor
ails
, gal
lerie
s, s
tiffe
ners
, wal
l bea
ms,
she
etin
g ru
nner
s,br
acke
ts,
stub
colu
mns
,br
acin
gs,
clea
ts,
trest
les,
base
plat
es,
splic
epl
ates
,ch
eque
red
plat
eflo
orin
g,de
ckin
gan
dse
alpl
ates
,ste
elfra
me
grid
over
fals
ece
iling
,wal
kway
plat
form
s,la
dder
s,st
airs
,st
ringe
rs,t
read
s,la
ndin
gs,h
and-
rails
etc
incl
udin
g2
coat
sof
redo
xide
zinc
-chr
omat
epr
imer
(one
coat
atsh
opan
don
eco
ataf
ter
erec
tion)
,con
nect
ion
desi
gn&
prep
arat
ion
offa
bric
atio
ndr
gssh
alls
uppl
ied
byB
HE
L,co
llect
ion
ofad
ditio
nal
requ
irem
ent
ofst
ruct
ural
stee
lfro
mst
ores
,fa
bric
atio
n,st
raig
hten
ing,
cutti
ng,
bend
ing,
rolli
ng,
grin
ding
,m
achi
ning
,dr
illin
g,w
eldi
ng,
elec
trode
san
dot
her
cons
umab
les,
asse
mbl
yan
ded
gepr
epar
atio
n,pr
ehea
ting
(min
preh
eata
ndin
terp
ass
tem
pera
ture
of20
oC
forw
eldi
ngov
er20
mm
and
upto
40m
m&
66o
Cfo
rw
eldi
ngov
er40
mm
and
upto
63m
m&
110o
Cfo
rth
ickn
ess
over
63m
m&
use
oflo
why
drog
en/r
adio
geni
cel
ectro
des)
,pos
thea
ting,
test
ing
ofw
elde
rs,i
nspe
ctio
nof
wel
ds,
visu
alin
spec
tion,
non
dest
ruct
ive
and
spec
ial
test
ing,
rect
ifica
tion
and
corr
ectio
nof
defe
ctiv
ew
eldi
ngw
orks
,pro
duct
ion
test
plat
e,in
spec
tion
and
test
ing,
erec
tion
sche
me,
prot
ectio
nag
ains
tdam
age
intra
nsit,
stab
ility
ofst
ruct
ures
,in
stal
latio
nof
tem
pora
ryst
ruct
ures
,se
tting
colu
mn
base
s,su
rface
prep
arat
ion
bym
eans
ofm
anua
lor
mec
hani
cal
pow
erto
ols
aspe
rIS
:147
7pa
rt1,
touc
h-up
pain
ting,
rect
ifica
tion,
dism
antli
ngan
dre
mov
alof
all
tem
pora
ryst
ruct
ures
(wei
ght
ofte
mpo
rary
stru
ctur
esno
tpa
yabl
e),
retu
rnof
surp
lus/
was
test
eelm
ater
ials
tost
ore
etc
allc
ompl
ete
incl
udin
gap
poin
tmen
tof
ase
pera
teag
ency
,ap
prov
edby
BH
EL,
for
revi
ewan
dap
prov
alof
fabr
icat
ion
drgs
,in
cons
ulta
tion
with
BH
EL
for
alls
truct
ural
stee
lite
ms
ofP
ower
Hou
se,
Mill
bay
and
Bun
ker
area
.S
truct
ural
stee
lwill
besu
pplie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
Pay
men
t ter
ms
- a) B
alan
ce fa
abric
atio
n - 1
5%; b
) Ere
ctio
n - 3
5%; b
) Alig
nmen
t - 5
0%.
200
MT
22.7
2302
Ext
raov
erS
TN
O23
01A
/230
1B/2
301D
/230
1E/2
301F
/230
1Gfo
rbl
astc
lean
ing
ofst
eels
truct
ures
tone
arw
hite
met
alsu
rface
(Sa
21/
2)
and
appl
ying
epox
yba
sed
zinc
phos
phat
epr
imer
inco
ats
ofm
inim
um25
mic
ron
(DFT
)ats
hop
and
25m
icro
n(D
FT)a
ftere
rect
ion,
inst
ead
ofpr
imer
coat
ofre
dox
ide
zinc
-chr
omat
e, in
clud
ing
touc
h-up
pai
ntin
g et
c al
l com
plet
e.
5M
T
22.8
2303
Ext
raov
erS
TN
O23
01A
/23
01B
/23
01D
/23
01E
/23
01F/
2301
Gfo
rpr
ovid
ing
and
appl
icat
ion
oftw
oco
ats
ofpr
imer
cons
istin
gof
chem
ical
resi
stan
tepo
xyre
sin
and
hard
ener
(Min
imum
1kg
ofpr
imer
mix
shal
lbe
cons
umed
for
prim
ing
of4
to5
sqm
mar
eaof
surfa
ce)
inst
ead
ofpr
imer
coat
ofre
dox
ide
zinc
-ch
rom
ate,
incl
udin
g to
uch
up p
aint
ing
etc
all c
ompl
ete.
5M
T
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
44 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.9
2304
Pro
vidi
ngan
dap
plyi
ngtw
oco
ats
ofsy
nthe
ticen
amel
pain
tw
ithm
inim
um50
mic
ron
tota
ldr
yfil
mth
ickn
ess
(DFT
)of
appr
oved
mak
ean
dsh
ade
toac
hiev
ean
even
shad
eov
erst
eels
ectio
nsal
read
yha
ving
prim
erco
ats
and
keep
ing
over
allD
FTw
ithpr
imer
notl
ess
than
110
mic
rons
incl
udin
gpr
otec
tion
and
clea
ning
, sco
ffold
ing
etc
all c
ompl
ete.
5780
MT
22.1
0A
2304
Pro
vidi
ngan
dap
plyi
ngtw
oco
ats
ofan
tico
rros
ive
synt
hetic
enam
elpa
intw
ithm
inim
um50
mic
ron
tota
ldr
yfil
mth
ickn
ess
(DFT
)of
appr
oved
mak
ean
dsh
ade
toac
hiev
ean
even
shad
eov
erst
eels
ectio
nsal
read
yha
ving
prim
erco
ats
and
keep
ing
over
allD
FTw
ithpr
imer
not
less
than
110
mic
rons
incl
udin
gpr
otec
tion
and
clea
ning
, sco
ffold
ing
etc
all c
ompl
ete.
6743
MT
22.1
123
05P
rovi
ding
and
appl
ying
two
coat
sof
epox
yba
sed
colo
urfin
ish
pain
twith
min
imum
50m
icro
nto
tald
ryfil
mth
ickn
ess
(DFT
)of
appr
oved
mak
ean
dsh
ade
toac
hiev
ean
even
shad
eov
erst
eels
ectio
nsal
read
yha
ving
prim
erco
ats
and
keep
ing
over
allD
FTw
ithpr
imer
notl
ess
than
110
mic
rons
incl
udin
gpr
otec
tion
and
clea
ning
, sco
ffold
ing
etc
all c
ompl
ete.
5M
T
22.1
223
06P
rovi
ding
,la
ying
and
clam
ping
ofcr
ane
rails
over
the
cran
egi
rder
atal
lel
evat
ions
aspe
rIS
:344
3in
clud
ing
all f
ixtu
res,
cla
mps
, tes
tings
etc
all
com
plet
e as
per
dra
win
g an
d sp
ecifi
catio
n.24
MT
22.1
323
07R
ecei
pt,
erec
tion
and
alig
nmen
tof
fact
ory
mad
eel
ectro
forg
edga
lvan
ised
grat
ing
units
with
mild
stee
l(h
avin
gm
inim
umga
lvan
isat
ion
of61
0g/
sqm
)co
nfor
min
gto
IS:2
062
inflo
orin
g,pl
atfo
rms,
drai
nan
dtre
nch
cove
rs,
wal
k-w
ays,
pass
ages
,st
airc
ases
with
edge
bind
ing
strip
san
dan
ti-sk
idno
sing
intre
ads
etc
incl
udin
gfix
ing
clam
ps,f
ittin
gs,f
ixtu
res,
pack
ing,
grin
ding
,dril
ling,
wel
ding
,edg
epr
epar
atio
n,et
cal
lco
mpl
ete.
48M
T
22.1
423
08R
ecei
pt,
erec
tion
and
alig
nmen
tof
fact
ory
mad
ew
elde
dgr
atin
gun
itsw
ithm
ildst
eel
conf
orm
ing
toIS
:206
2in
floor
ing,
plat
form
s,dr
ain
and
trenc
hco
vers
,w
alk-
way
s,pa
ssag
es,
stai
rcas
esw
ithed
gebi
ndin
gst
rips
and
anti-
skid
nosi
ngin
tread
set
cin
clud
ing
2co
ats
ofre
doxi
dezi
nc-c
hrom
ate
prim
er(o
neco
atat
shop
and
one
coat
afte
rer
ectio
n),
fixin
gcl
amps
,fit
tings
,fix
ture
s,al
lta
xes,
dutie
s,pa
ckin
g,gr
indi
ng, d
rillin
g, w
eldi
ng, e
dge
prep
arat
ion,
etc
all
com
plet
e.
18M
T
22.1
523
09E
xtra
over
abov
eS
TN
O23
01A
/230
1B/2
307
forf
inis
hing
the
grat
ing
units
with
hotd
ippe
dga
lvan
isat
ion
@61
0gm
/sqm
over
blas
tcle
aned
stee
lsur
face
sin
stea
dof
pain
ting
with
two
coat
sof
red
oxid
ezi
nc-
chro
mat
e pr
imer
all
com
plet
e.
11M
T
22.1
623
10R
ecei
pt,f
ixin
gin
posi
tion
ofpe
rman
ent
mild
stee
lbol
ts(c
lass
4.6
aspe
rIS
:136
7an
dgr
ade
`C'a
spe
rIS
:136
3)an
dnu
ts,
was
hers
etc
upto
and
incl
usiv
eof
39m
mdi
amet
eran
dup
to30
0m
mlo
ngfo
rst
ruct
ural
ste
el w
ork
etc
all c
ompl
ete.
2M
T
22.1
723
11R
ecei
pt,f
ixin
gin
posi
ting
ofhi
ghst
reng
thst
ruct
ural
bolts
(ofp
rope
rtycl
ass
8.8
and
prod
uctg
rade
`C'a
spe
rIS
:136
7)an
dco
nfor
min
gto
IS:3
757
and
high
stre
ngth
stru
ctur
alha
rden
edan
dte
mpe
red
nuts
(of
prop
erty
clas
s`8
'as
per
IS:1
367)
conf
orm
ing
toIS
:662
3w
ithha
rden
edan
dte
mpe
red
was
hers
aspe
rIS
:664
9et
cup
toan
din
clus
ive
of39
mm
diam
eter
and
upto
300
mm
long
fors
truct
ural
stee
lwor
ket
cal
lco
mpl
ete.
42M
T
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
45 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.1
823
12D
ism
antli
ngof
stee
lstru
ctur
e,lo
wer
ing
ofm
ater
iala
ndca
rria
geof
the
dism
antle
dm
ater
ialu
pto
field
fabr
icat
ion
shop
/pr
ojec
tsst
orag
ein
clud
ing
tem
pora
rydi
sman
tling
,cu
tting
,re
-wel
ding
,su
ppor
ting,
and
rest
orin
gto
corr
ectp
ositi
onal
ltem
pora
rily
dism
antle
dm
embe
rs,r
e-al
ighm
ent
ofal
ladj
acen
tcon
nect
edm
embe
rsto
thei
rco
rrec
tpo
sitio
ns(w
eigh
tof
such
adja
cent
mem
bers
and
tem
pora
rily
dism
antle
dm
embe
rsno
tpa
yabl
e),
scaf
oldi
ng,
stag
ing,
tool
s&
tack
les,
gas
cutti
ng,
wel
ding
,co
nsum
able
set
cal
lco
mpl
ete.
96M
T
22.1
923
13A
dditi
onto
,al
tera
tions
inan
d/or
mod
ifict
ion
of"E
rect
ion
Mar
ks"
incl
udin
gcu
tting
ofpa
rts,
gaug
ing
ofw
elds
,cut
ting,
grin
ding
,fab
ricat
ion,
wel
ding
,dril
ling
hole
s,st
raig
hten
ing,
rem
oval
ofbe
nds,
rais
ing
toth
ere
quire
dle
vel,
pain
ting,
trans
porta
tion,
retu
rnof
unut
ilise
dst
eelp
iece
sto
the
proj
ect
stor
e,te
mpo
raril
ydi
sman
tling
,cu
tting
,re
-wel
ding
,su
ppor
ting
and
rest
orin
gto
corr
ect
posi
tion
ofal
lth
ete
mpo
raril
ydi
sman
tled
mem
bers
,re
alig
nmen
tof
adja
cent
conn
ecte
dm
embe
rs(w
eigh
tof
such
tem
pora
rily
dism
antle
d an
d ad
jace
nt m
embe
rs n
ot p
ayab
le) e
tc a
ll co
mpl
ete
for t
he fo
llow
ing.
22.1
9.1
aIn
ere
cted
pos
ition
.16
MT
22.1
9.2
bIn
fabr
icat
ion
yard
.40
MT
22.2
023
14R
e-er
ectio
nof
dism
antle
dfa
bric
ated
stru
ctur
alst
eelm
embe
rsin
clud
ing
carr
iage
ofm
odifi
ed"E
rect
ion
Mar
ks"
from
the
field
fabr
icat
ion
shop
toer
ectio
nsi
te,l
iftin
gto
requ
ired
posi
ion,
alig
ning
inpo
sitio
n,ta
ckw
eldi
ng,
final
wel
ding
and
touc
hup
pain
ting
incl
udin
gte
mpo
rary
dism
antli
ngan
dre
-ere
ctio
nof
tem
pora
rily
dism
antle
dm
embe
rs,c
uttin
g,re
wel
ding
,sup
porti
ngan
dre
stor
ing
toth
eco
rrec
tpos
ition
ofal
lte
mpo
raril
ydi
smna
tled
mem
bers
,re
-alig
nmen
tof
adja
cent
conn
ecte
dm
embe
rs(w
eigh
tof
such
tem
pora
rily
dism
antle
dm
embe
rsan
dad
jace
ntm
embe
rsno
tpa
yabl
e),
scaf
oldi
ng,
stag
ing,
tool
s&
tack
les,
gas
cut
ting,
wel
ding
, con
sum
able
s et
c al
l com
plet
e.
32M
T
22.2
1A
2316
Tran
spor
tatio
nfro
mst
ore,
fabr
icat
ion
and
erec
tion
ofm
inim
um3.
0m
mth
ick
stai
nles
sst
eell
iner
ofgr
ade
AIS
I-304
;fin
ish
grad
e2B
(Col
dro
lled,
anne
aled
&pi
ckle
dan
dsk
inpa
ssed
)on
MS
plat
efo
rin
side
surfa
ces
ofho
pper
&m
outh
ofho
pper
ofbu
nker
sin
clud
ing
fixin
gw
ithst
ainl
ess
stee
lst
uds,
bolti
ng(in
clud
ing
coun
ters
unk)
,w
eldi
ngw
ithel
ectro
decl
assi
ficat
ion
E30
8Lfo
rw
eldi
ngof
stai
nles
sst
eel
tost
ainl
ess
stee
land
E30
9fo
rst
ainl
ess
stee
lto
mild
stee
letc
allc
ompl
ete.
Sta
inle
ssst
eelp
late
will
besu
pplie
d by
BH
EL
free
of c
ost a
s pe
r ten
der.
36M
T
22.2
223
17P
rovi
ding
and
fixin
gin
posi
tion
PTF
Ety
pesl
idin
gbe
arin
gsof
repu
ted
man
ufac
ture
r,in
divi
dual
bear
ing
suita
ble
for
requ
ired
verti
call
oads
aspe
rth
eco
nstru
ctio
ndr
awin
gsan
dfo
rm
axim
umdi
spla
cem
ent
of±5
0m
min
clud
ing
allt
axes
,du
ties,
trans
porta
tion,
inst
alla
tion,
drill
ing,
bolti
ng,
erec
ting,
alig
ning
etc
all
com
plet
e fo
r fol
low
ing
verti
cal l
oads
.22
.22.
1a
20 T
ons.
8N
O22
.22.
2b
25 T
ons.
8N
O22
.22.
3c
40 T
ons.
8N
O22
.22.
4d
50 T
ons.
8N
O
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
46 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
22.2
2.5
e60
Ton
s.4
NO
22.2
323
18P
rovi
ding
and
fixin
gfle
xibl
eop
enen
ded
bello
wst
rap
ofne
opre
neof
min
imum
thic
knes
s2
mm
and
min
imum
wid
th20
0m
mw
ithal
umin
ium
strip
ped
edge
sas
seal
ing
belo
wto
pof
bunk
eran
dbo
ttom
oftri
pper
floo
r to
avoi
d th
e co
al d
ust n
uisa
nce
all c
ompl
ete.
Pay
men
ts te
rms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
65%
; b) E
rect
ion
& fi
- 35
%.
161
RM
22.2
423
19S
uppl
y,fa
bric
atio
nan
dfix
ing
ofst
ainl
ess
stee
l30
4gr
ade
pipe
hand
raili
ngof
32m
m/
40m
mdi
ain
clud
ing
trans
porta
tion,
load
ing/
unlo
adin
g et
c al
l com
plet
e.P
aym
ents
term
s - a
) On
rece
ipt o
f mat
eria
ls a
t site
- 65
%; b
) Ere
ctio
n &
fixi
ng -
35%
.
5M
T
22.2
523
20S
uppl
y,fa
bric
atio
nan
dfix
ing
ofG
Ipi
peha
ndra
iling
(900
mm
high
)of
32m
m/
40m
mdi
a(M
ediu
mG
rade
) inc
ludi
ng tr
ansp
orta
tion,
load
ing/
unl
oadi
ng, p
aint
ing
etc
all c
ompl
ete.
Pay
men
ts te
rms
- a) O
n re
ceip
t of m
ater
ials
at s
ite -
65%
; b) E
rect
ion
& fi
- 35
%.
40M
T
22.2
623
21C
ondu
ctin
gra
diog
raph
yte
ston
wel
dsw
here
ver
spec
ified
incl
udin
geq
uipm
ents
,m
easu
ring
devi
ces,
gaug
es, t
est r
epor
t etc
all
com
plet
e as
per
inst
ruct
ion
of B
HE
L en
gine
er in
writ
ing.
8R
M
22.2
723
22C
ondu
ctin
gul
taso
nic
test
onw
elds
whe
reve
rsp
ecifi
edin
clud
ing
equi
pmen
ts,
mea
surin
gde
vice
s,ga
uges
, tes
t rep
ort e
tc a
ll co
mpl
ete
as p
er in
stru
ctio
n of
BH
EL
engi
neer
in w
ritin
g.8
RM
22.2
823
23C
ondu
ctin
gul
taso
nic
test
onst
eelp
late
sas
per
AS
TM-A
435
oreq
uiva
lent
whe
reve
rsp
ecifi
edin
clud
ing
equi
pmen
ts,m
easu
ring
devi
ces,
gaug
es,t
estr
epor
tetc
allc
ompl
ete
aspe
rins
truct
ion
ofB
HE
Len
gine
erin
writ
ing.
8S
QM
22.2
923
24C
ondu
ctin
gm
agne
ticpa
rticl
ete
ston
wel
dsw
here
vers
peci
fied
incl
udin
geq
uipm
ents
,mea
surin
gde
vice
s,ga
uges
, tes
t rep
ort e
tc a
ll co
mpl
ete
as p
er in
stru
ctio
n of
BH
EL
engi
neer
in w
ritin
g.8
RM
22.3
023
25C
ondu
ctin
gdy
epe
netra
tion
test
onw
elds
whe
reve
rsp
ecifi
edby
the
engi
neer
incl
udin
gpr
ovis
ion
ofne
cess
ary
equi
pmen
ts,
mea
surin
gde
vice
s,ga
uges
etc
allc
ompl
ete
(ove
ran
dab
ove
the
wor
kal
read
ysp
ecifi
ed in
the
spec
ifica
tions
as
per i
nstru
ctio
n of
BH
EL
engi
neer
in w
ritin
g.
8R
M
22.3
123
26S
uppl
y,fix
ing
light
ning
arre
ster
and
airt
erm
inal
over
roof
ofpo
wer
hous
ebu
ildin
g,pu
mp
hous
ean
dot
her
dtru
ctur
esin
ludi
ngal
lm
ater
ials
,la
bour
,el
ectro
des
etc
com
plet
e(a
llm
ater
ials
tobe
supp
lied
byth
eco
ntra
ctor
).
16N
O
23.0
2400
RO
AD
WO
RK
S(P
rovi
ding
road
wor
kin
clud
ing
nece
ssar
ym
ater
ial,
labo
ur,m
achi
nery
,tra
nspo
rtat
ion
etc
aspe
rsp
ecifi
catio
n, d
raw
ing,
rele
vant
IRC
& IS
cod
es a
nd a
s di
rect
ed b
y th
e en
gine
er fo
r the
follo
win
g)
23.1
2401
Pre
para
tion
ofsu
bgr
ade
byex
cava
ting
earth
tore
quire
dde
pth
for
allt
ypes
ofso
il/ro
ck,
dres
sing
toca
mbe
ran
dco
nsol
idat
ing
the
base
incl
udin
gm
akin
ggo
odth
eun
dula
tion
etc
and
disp
osal
ofsu
rplu
sea
rth w
ithin
a le
ad u
pto
1 km
etc
all
com
plet
e.
2444
CU
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
47 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
23.2
2402
Sup
plyi
ngan
dfil
ling
with
sele
cted
good
earth
ofap
prov
edqu
ality
inla
yers
note
xcee
ding
300
mm
loos
eth
ickn
ess
usin
gbo
rrow
edso
il(b
orro
wed
soil
tobe
arra
nged
byth
ebi
dder
)an
dco
mpa
cted
soas
toac
hiev
eat
leas
t97%
max
imum
dry
dens
ityas
per
IS:2
720
(Par
t-VII)
incl
udin
gro
yalty
/sei
gnor
age
fee
(ifan
y),s
ortin
g,sp
read
ing,
brea
king
clod
s,w
ater
ing,
ram
min
g/co
mpa
ctio
nby
man
ual/
mec
hani
calm
eans
,dr
essi
ng, f
inis
hing
to re
quire
d lin
es, g
rade
s an
d sl
opes
, tes
ing
etc
all c
ompl
ete.
515
CU
M
23.3
2403
Pro
vidi
ng,s
tack
ing
&la
ying
gran
ular
mor
rum
fors
houl
der
incl
udin
gw
ater
ing,
com
pact
ion
with
road
rolle
rto
requ
ired
cam
ber e
tc a
ll co
mpl
ete.
162
CU
M
23.4
2404
Pro
vidi
ng&
layi
ngw
ater
boun
dm
acad
amsu
bba
seco
urse
inla
yers
ofre
quire
dth
ickn
ess
with
crus
hed
ston
eag
greg
ates
90to
40m
mdo
wn
size
,st
one
scre
enin
g&
blin
ding
mat
eria
lin
clud
ing
scre
enin
g,so
rting
,sp
read
ing
tote
mpl
ate
&co
nsol
idat
ion
with
road
rolle
rin
clud
ing
carr
iage
,sp
read
ing
&co
nsol
idat
ion
of b
lindi
ng m
ater
ial m
ooru
m e
tc a
ll co
mpl
ete.
809
CU
M
23.5
2405
Pro
vidi
ng&
layi
ngw
ater
boun
dm
acad
amba
seco
urse
inla
yers
ofre
quire
dth
ickn
ess
with
ston
eag
greg
ate
63m
mto
40m
msi
ze,
ston
esc
reen
ing
and
blin
ding
mat
eria
lin
clud
ing
scre
enin
gso
rting
,sp
read
ing
tote
mpl
ate
and
cons
olid
atio
nw
ithro
adro
ller
incl
udin
gca
rria
ge,s
prea
ding
and
cons
olid
atio
nof
blin
ding
mat
eria
l moo
rum
etc
all
com
plet
e.
607
CU
M
23.6
2406
Pro
vidi
ng&
layi
ngw
ater
boun
dm
acad
amba
seco
urse
with
ston
eag
greg
ate
50m
mto
20m
msi
zest
one
scre
enin
g&
bind
ing
mat
eria
linc
ludi
ngsc
reen
ing,
sorti
ng,s
prea
ding
tote
mpl
ate
&co
nsol
idat
ion
with
road
rolle
r inc
ludi
ng c
arria
ge s
prea
ding
& c
onso
lidat
ion
of b
lindi
ng m
ater
ial m
ooru
m e
tc a
ll co
mpl
ete.
163
CU
M
23.7
2407
Pro
vidi
ng&
appl
ying
tack
coat
oflo
wvi
scos
ityliq
uid
bitu
men
ofgr
ade
80/1
00co
nfirm
ing
toIS
:73,
217
or45
4as
appl
icab
le@
10kg
/10
sqm
for
untre
ated
WB
Msu
rface
incl
udin
gsc
rapi
ng,
clea
ning
with
com
pres
sed
air e
tc a
ll co
mpl
ete.
4372
SQ
M
23.8
2408
Pro
vidi
ng&
appl
ying
tack
coat
oflo
wvi
scos
ityliq
uid
bitu
men
ofgr
ade
80/1
00co
nfirm
ing
toIS
:73,
217
or45
4as
appl
icab
le@
6kg
/10
sqm
for
bitu
min
ous
surfa
cein
clud
ing
clea
ning
with
com
pres
sed
air
etc
all
com
plet
e.
1195
SQ
M
23.9
2409
Pro
vidi
ng,m
ixin
g&
layi
ngof
bitu
min
ous
mac
adam
cour
seof
spec
ified
thic
knes
sus
ing
bitu
men
ofgr
ade
60/7
0co
nfor
min
gto
IS:7
3,ag
greg
ates
and
bind
erm
ater
iali
nclu
ding
hotm
ixin
g,ho
tlay
ing,
rolli
nget
cal
lco
mpl
ete
for t
he fo
llow
ing.
23.9
.1a
75 m
m c
ompa
cted
thic
knes
s.24
05S
QM
23.1
024
10P
rovi
ding
,mix
ing
&la
ying
20m
mco
mpa
cted
open
grad
edpr
emix
carp
etin
asi
ngle
cour
seco
mpo
sed
ofsu
itabl
esm
alls
ize
aggr
egat
epr
emix
edw
ithbi
tum
inou
sbi
nder
usin
gm
ediu
mse
tting
grad
ebi
tum
enon
apr
epar
ed b
ase
incl
udin
g m
ixin
g, a
pply
ing,
rolli
ng e
tc a
ll co
mpl
ete.
5395
SQ
M
23.1
124
11P
rovi
ding
and
appl
ying
liqui
dse
alco
atco
mpr
isin
gof
anap
plic
atio
nof
ala
yero
fbitu
min
ous
bind
erus
ing
med
ium
setti
nggr
ade
bitu
men
atth
era
teof
9.8
kg/1
0sq
mfo
llow
edby
aco
vero
fsto
nech
ips
atth
era
teof
0.0
9 cu
m/ 1
0 sq
m in
clud
ing
rolli
ng e
tc a
ll co
mpl
ete.
2697
SQ
M
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
48 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
23.1
224
12S
uppl
ying
and
layi
ng40
0m
mx
150
mm
x35
0m
mde
eppr
ecas
tcon
cret
eke
rbst
one
ofgr
ade
M20
with
20m
mno
min
alsi
zest
one
aggr
egat
ean
dof
shap
eas
per
deta
iled
draw
ing
incl
udin
gfix
ing
with
cem
ent
mor
tar
(1:2
)in
13m
mth
ick
join
ts,
finis
hing
ofjo
ints
with
neat
cem
ent
past
e,m
akin
gdr
aina
geop
enin
gw
here
requ
ired
etc
all c
ompl
ete.
815
RM
23.1
324
14S
uppl
yan
dla
ying
150
mm
dia
RC
CN
P-2
type
Hum
epi
pein
rais
edsh
ould
ers
asra
inw
ater
drai
nsas
per
deta
iled
draw
ing
incl
udin
gfix
ing
with
cem
entm
orta
r(1:
2)in
13m
mth
ick
join
ts,f
inis
hing
ofjo
ints
with
neat
cem
ent p
aste
etc
all
com
plet
e. E
xcav
atio
n &
bac
kfill
ing
shal
l be
paid
sep
arat
ely
as p
er re
leva
nt it
em.
195
RM
23.1
424
15D
ism
antli
ngof
exis
ting
road
cons
istin
gof
prem
ixca
rpet
,ker
bst
one/
bric
kon
edge
,bi
tum
enm
acad
emco
urse
,W
BM
,pr
epai
ring
subg
rade
tore
ceiv
ene
wW
BM
incl
udin
gca
mbe
rco
nsol
idat
ion
incl
udin
gdi
spos
al o
f deb
ris w
ithin
a le
ad o
f 1 k
m e
tc a
ll co
mpl
ete.
702
SQ
M
23.1
524
16P
rovi
ding
25m
mco
mpa
cted
thic
kpr
emix
carp
eton
exis
ting/
dam
aged
road
surfa
ces
ina
sing
leco
urse
com
pose
dof
suita
ble
smal
lsi
zeag
greg
ate
prem
ixed
with
abi
tum
inou
sbi
nder
usin
gm
ediu
mse
tting
grad
ebi
tum
enon
the
exis
ting
base
incl
udin
gta
ckco
at,
clea
ning
ofex
istin
gsu
rface
,m
ixin
g,ap
plyi
ng,
rolli
ng e
tc a
ll co
mpl
ete.
717
SQ
M
23.1
624
17Tr
ansp
orta
tion
ofco
albo
ulde
rof
vario
ussi
zes
(400
-900
mm
),m
akin
gth
ebo
ulde
rsin
tosm
alle
rsi
zes
(200
mm
&be
low
),la
ying
the
boud
ers
for
mak
ing
the
sub-
base
ofro
ad,t
rans
porta
tion
&la
ying
ofco
alm
illre
ject
ssp
read
ing
tofil
lth
evo
ids
afte
rla
ying
boul
ders
,ro
lling
and
mak
ing
the
surfa
cesm
ooth
prep
ared
for
layi
ngof
WB
M,
etc
aspe
rin
stru
ctio
nof
engi
neer
,al
lcop
mle
te.
Are
afo
rpi
ckin
gof
coal
boul
ders
& m
ill re
ject
s sh
all b
e id
entif
ied
by B
HE
L w
ithin
pla
nt p
rem
ises
.
1192
1C
UM
23.1
724
18P
rovi
ding
&la
ying
ofst
one
dust
tofil
lth
evo
ids
afte
rla
ying
boul
ders
/st
one,
rolli
ngan
dm
akin
gth
esu
rface
sm
ooth
for l
ayin
g of
WB
M e
tc a
s pe
r ins
truct
ion
of e
ngin
eer,
all c
opm
lete
.80
28C
UM
23.1
824
18A
Sup
plyi
ngan
dfil
ling
sand
for
prep
arat
ion
ofre
adsu
b-ba
se/s
ub-g
rade
inla
yers
note
xcee
ding
250
mm
thic
knes
san
dco
mpa
cted
soas
toac
hiev
eat
leas
t80
%re
lativ
ede
nsity
aspe
rIS
-272
0(P
art-X
IV)
incl
udin
gsp
read
ing,
wat
erin
g,ra
mm
ing/
com
pact
ion
bym
anua
l/m
echa
nica
lmea
ns,d
ress
ing,
roya
lty(if
any)
etc
all
com
plet
e.
4817
CU
M
24.0
MM
ISC
ELLA
NEO
US
WO
RK
S-2
(Mis
cella
neou
sw
orks
incl
udin
gal
llab
our,
mat
eria
l,eq
uipm
ent
etc
atan
yle
velu
nles
sot
herw
ise
spec
ified
as
per s
peci
ficat
ion,
dra
win
gs a
nd a
s di
rect
ed b
y en
gine
er)
24.1
M1
Pum
ping
outw
ater
byde
-wat
erin
gpu
mp
from
CW
pit,
feed
pool
,coo
ling
tow
erba
sin,
wat
erlo
gged
area
set
cas
anw
hen
requ
ired
tofa
cilit
ate
erec
tion
&co
mm
issi
onin
gin
clud
ing
prov
isio
nof
dele
very
pipe
upto
150
m e
tc a
ll co
mpl
ete
as p
er s
ite c
ondi
tion
and
inst
ruct
ion
of e
ngin
eer.
602
HP
-H
R
24.2
M2
Eng
agem
ent
ofm
anpo
wer
for
clea
ning
and
hous
eke
epin
gw
ithal
lequ
ipm
ents
,T&
Pet
cfro
mva
rious
floor
ofpo
wer
hous
ean
dot
herb
uild
ings
,boi
ler,
ES
P,m
illar
eaan
dst
acki
ngat
desi
gnat
edpl
ace
at0.
0M
with
a le
ad o
f 100
m.
2007
MA
N-
DA
Y
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
49 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
24.3
M3
Rem
oval
and
disp
osal
ofsc
rap
stee
l,sc
rap
woo
d,br
oken
pack
ing
crat
es,c
able
scra
p,de
bris
and
othe
rw
aste
mat
eria
lset
cfro
mpr
ojec
tsite
toa
desi
gnat
edpl
ace
with
in5
kmra
nge,
with
allm
anpo
wer
T&P
etc
incl
udin
g lo
adin
g an
d un
load
ing
as d
irect
ed b
y B
HE
L en
gine
er.
24.3
.1a
Ste
el.
60M
T 24
.3.2
bW
ood/
cab
le s
crap
.26
1C
UM
24.3
.3c
Deb
ris &
oth
er w
aste
mat
eria
ls.
401
CU
M24
.4M
4S
uppl
y,fa
bric
atio
nan
dIn
stal
latio
nof
GS
SZi
nccC
oatin
g18
0gm
s/m
2du
ctin
gof
duct
ing
forA
Csy
stem
inpo
wer
hou
se b
uild
ing
area
. Alll
mat
eria
ls s
hall
be s
uppl
ied
by c
ontra
ctor
afte
r obt
aini
ng p
rior a
ppro
val.
24.4
.1i
18G
.20
1S
QM
24.4
.2ii
20G
.32
1S
QM
24.4
.3iii
22G
.60
2S
QM
24.4
.4iv
24G
.12
04S
QM
24.5
M5
Sup
ply
and
inst
alla
tion
of50
mm
thic
kgl
ass
woo
lwith
Alf
aced
foil
ther
mal
insu
latio
nof
supp
lyai
rduc
t&re
turn
air
duct
with
fini
sh.
2408
SQ
M
24.6
M6
Sup
ply
and
inst
alla
tion
of 2
5 m
m th
ick
resi
n bo
nded
fibr
e gl
ass
for a
ccou
stic
insu
latio
n w
ith fi
nish
.12
0S
QM
24.7
M7
Sup
ply
and
inst
alla
tion
of M
S A
ngle
, Rod
s et
c as
spe
cifie
d fo
r duc
t sup
port
8M
T24
.8M
8C
arry
ing
outl
owst
rain
pile
inte
grity
test
on60
0m
mdi
api
lein
clud
ing
alla
rran
gem
entf
orte
steq
uipm
ent/
acce
ssor
ies,
mat
eria
ls,
labo
ur,s
ubm
issi
onof
test
repo
rtet
cbu
texc
ludi
ngth
eco
stof
inst
alla
tion
ofjo
bpi
le a
ll co
mpl
ete
as p
er s
peci
ficat
ion
and
as d
irect
ed b
y th
e en
gine
er.
100
NO
24.9
M9
Ear
thw
ork
inst
rippi
ngof
top
soil
upto
am
inim
umde
pth
of0.
30m
belo
wgr
ound
leve
lso
asto
excl
ude
all
debr
is,
gras
s,ve
geta
tion,
bush
es,
trees
havi
nggi
rthup
to30
0mm
incl
udin
gro
ots
and
orga
nic
mat
eria
lset
cfo
rle
velin
gan
dgr
adin
gin
clud
ing
dres
sing
tosp
ecifi
edle
vels
&gr
ades
and
com
pact
ing
the
grad
ed/
strip
ped
surfa
ceby
man
ual/
mec
hani
calm
eans
,dis
posa
lofs
tripp
edm
ater
ials
with
ina
lead
upto
1km
etc
all c
ompl
ete
as p
er s
peci
ficat
ion,
dra
win
g an
d as
dire
cted
by
the
engi
neer
.
1000
0S
QM
24.1
0M
10E
arth
wor
kin
exca
vatio
nup
toan
yde
pth
belo
wgr
ound
leve
lin
allt
ypes
ofso
ilin
clud
ing
ash
whi
chca
nbe
exca
vate
dby
any
mea
nsfo
rgr
adin
gin
clud
ing
setti
ngou
t,le
velli
ng,
dew
ater
ing
(whe
reve
rre
quire
d),
shor
ing
&st
rutti
ng(w
here
verr
equi
red)
,dre
ssin
gth
esi
des
&bo
ttom
,lev
ellin
gto
grad
e,al
llift
s,ra
mm
ing/
com
pact
ing
the
exca
vate
dbo
ttom
/gr
aded
surfa
ce,
stac
king
/di
spos
alof
surp
lus
exca
vate
dm
ater
ials
with
ina
lead
upto
1km
,spr
eadi
ng/
leve
lling
ofdi
spos
edm
ater
ials
etc
allc
ompl
ete
aspe
rsp
ecifi
catio
n,dr
awin
g an
d as
dire
cted
by
the
engi
neer
.
500
CU
M
24.1
1M
11P
ile d
ism
antli
ng b
elow
Cut
Off
Leve
l10
0C
UM
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
50 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
25.0
LPP
LP P
IPIN
G(M
isce
llane
ous
wor
ksin
clud
ing
alll
abou
r,m
ater
ial,
equi
pmen
tet
cat
any
leve
lunl
ess
othe
rwis
esp
ecifi
ed a
s pe
r spe
cific
atio
n, d
raw
ings
and
as
dire
cted
by
engi
neer
)25
.1LP
P1
Rec
eipt
&ha
ndlin
gfro
mst
orag
e,er
ectio
n,w
eldi
ng,n
on-d
estru
ctiv
ete
stin
g,in
spec
tion,
inte
rnal
clea
ning
&pa
intin
g(a
spe
rsc
ope)
,fin
alpa
intin
g,te
stin
g&
com
mis
sion
ing
ofci
rcul
atio
nw
ater
pipi
ngsy
stem
(CW
(NB
3300
)/A
CW
(NB
700-
800)
)Car
bon
Ste
el(IS
:206
2)pi
ping
and
asso
ciat
edm
ater
ial(
incl
udin
gfit
tings
,ha
rdw
ares
, ins
trum
ents
and
val
ves
etc)
as
appl
icab
le a
s pe
r ten
der a
nd d
raw
ings
etc
com
plet
e.P
aym
entt
erm
s-(
a)E
rect
ion
-30%
;(b)
Alig
nmen
t-5%
;(c)
Wel
ding
-38%
;(d)
ND
T/hy
drau
licte
st/a
nyot
hert
estt
oco
nfirm
the
inte
rgrit
yof
wel
ds(a
spe
rFQ
P)-
10%
(e)W
rapp
ing/
coat
ing/
pain
ting
com
plet
ion
- 10%
, (f)
Cha
rgin
g of
line
- 5%
and
(g) A
s-bu
ilt d
raw
ing
subm
issi
on -
2%.
482
MT
25.2
LPP
2R
ecei
pt&
hand
ling
from
stor
age,
fabr
icat
ion,
erec
tion,
wel
ding
,ins
pect
ion,
fixin
g/em
bedd
ing,
pain
ting
etc
of h
ange
rs, s
uppo
rts &
stru
ctur
es, m
isc
supp
ortin
g m
ater
ial e
tc a
ll co
mpl
ete.
Pay
men
tte
rms
-(a
)E
rect
ion
-60
%;
(b)
Wel
ding
-35
%;
(c)
Pai
ntin
gco
mpl
etio
n-
3%an
d(d
)A
s-bu
iltdr
awin
g su
bmis
sion
- 2%
.
16M
T
25.3
LPP
3R
ecei
pt&
hand
ling
from
stor
age,
erec
tion,
wel
ding
,in
spec
tion,
fixin
g/em
bedd
ing,
etc
ofR
Ejo
ints
,ex
pans
ion
bello
ws,
ann
ubar
s &
flow
ele
men
ts a
ll co
mpl
ete.
Pay
men
t ter
ms
- (a)
Ere
ctio
n - 6
0%; (
b) W
eldi
ng -
38%
and
(c) A
s-bu
ilt d
raw
ing
subm
issi
on -
2%.
5M
T
25.4
LPP
4Fa
bric
atio
nof
mitr
ebe
nds,
redu
cer,
tees
ofva
rious
size
sfor
vario
usca
rbon
stee
lpip
ing
syst
emet
cfro
mst
raig
htpi
pes.
Stra
ight
pipe
sw
illbe
supp
lied
byB
HE
Lfre
eof
cost
(Rec
eipt
&ha
ndlin
gof
the
pipe
sar
ein
clud
ed).
Pay
men
tter
ms
-(a)
Fabr
icat
ion
-80%
;(b)
Ere
ctio
n-1
5%an
d(c
)Cha
rgin
gof
the
line
whe
reth
ese
item
sar
e us
ed -
5%.
8M
T
25.5
LPP
5S
uppl
y, a
pplic
atio
n of
wra
ppin
g/ c
oatin
g m
ater
ials
of b
urrie
d pi
pe a
s pe
r the
spe
cific
atio
n be
low
-O
neco
atof
coal
tarp
rimer
ofap
prov
edqu
ality
follo
wed
bya
final
coat
ing
ofep
oxy
resi
n&
coal
tarb
lend
and
then
two
laye
rs,
each
2m
mth
ick
ofco
alta
rta
peas
oute
rw
rap
shal
lbe
appl
ied
toth
eex
tern
alsu
rface
ofth
eco
atin
g.FR
Gre
info
rced
plas
ticor
coal
tar
wra
psh
allb
eus
edco
nfor
min
gto
AW
WA
-C-
203/
IS:1
0221
orap
prov
edre
leva
ntco
des/
stan
dard
s.C
ontra
ctor
shal
lsu
bmit
deta
iled
prot
ectio
npr
oced
ure
for
appr
oval
.The
pipe
sth
atw
illbe
burie
dun
derg
roun
dsh
allb
esp
ark
test
edaf
terc
ompl
etio
nof
wra
ppin
gof
each
sect
ions
/fie
ldjo
intin
gto
chec
kth
equ
ality
ofin
sula
tion
that
has
been
prov
ided
onth
epi
pe (Q
uant
ity in
dica
ted
is s
urfa
ce a
rea
of b
urie
d pi
pe in
sqm
).P
aym
ent t
erm
s - (
a) R
ecei
pt o
f mat
eria
l at s
ite -
50%
and
(ii)
App
licat
ion
& c
ompl
etio
n - 5
0%.
3211
SQ
M
26.0
27.0
3300
NO
N-S
CH
EDU
LE IT
EMS
(For
item
sno
tco
vere
dab
ove
sche
dule
,qu
ote
%be
low
/ab
ove
orat
par
ofD
SR-2
007,
Rep
rint
2010
)
TOTA
L
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
51 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
27.1
aR
ate
of c
ompl
ete
item
.27
.2b
Rat
e of
sup
ply
of m
ater
ials
at s
ite o
nly.
27.3
cR
ate
for e
xecu
tion
com
plet
e ex
clud
ing
supp
ly o
f mat
eria
ls.
___
% b
elow
/ abo
ve o
r at p
ar__
_ %
bel
ow/ a
bove
or a
t par
___
% b
elow
/ abo
ve o
r at p
ar
SCH-
3 - S
ERVI
CE P
ART
TEND
ER N
O - P
SER:
SCT:
SDG-
C145
5:13
PAGE
52 O
F 10
6VO
LUME
-III
PRIC
E SC
HEDU
LE, R
EV-0
1SI
GNAT
URE
WIT
H SE
ALOF
BID
DER
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)1.
040
0R
EIN
FOR
CEM
ENT
1.1
401
&40
6S
uppl
ying
,tra
nspo
rtatio
nto
site
,etc
ofm
ildst
eelr
einf
orce
men
tsco
nfor
min
gto
grad
e1
ofIS
:432
Par
t1in
conc
rete
&br
ickw
ork
aspe
rsp
ecifi
catio
ns&
draw
ings
.M
ater
ials
shal
lbe
supp
lied
byco
ntra
ctor
from
RIN
L/S
AIL
/ TIS
CO
or B
HE
L/ c
usto
mer
app
rove
d m
anuf
actu
rer.
160
MT
2.0
700
MS
EMB
EDM
ENTS
2.1
704
Sup
ply,
trans
porta
tion
tosi
teet
cm
ildst
eelf
ound
atio
nbo
ltas
sem
bly
conf
orm
ing
toIS
:206
2an
dG
rade
1of
IS:4
32 in
con
cret
e al
l com
plet
e.30
MT
3.0
1500
RO
OFI
NG
/ SID
E C
LAD
DIN
G3.
115
01A
Des
igni
ng,
supp
ly,t
rans
porta
tion
tosi
teet
cpe
rman
ently
colo
rco
ated
galv
anis
edM
Stro
ughe
dm
etal
shee
tde
ckin
gpl
ate
ofap
prov
edco
lour
and
conf
orm
ing
toC
lass
3of
IS:1
4246
over
roof
purli
nsfo
rcas
t-in-
situ
roof
slab
aspe
rre
leva
ntIS
code
and
spec
ifica
tion.
Bar
em
etal
thic
knes
sof
deck
plat
esh
allb
em
inim
um0.
8mm
with
min
imum
troug
hde
pth
of44
mm
havi
ngm
inim
umyi
eld
stre
ngth
of25
0M
Pa
and
shal
lse
rve
aspe
rman
ent
shut
terin
gto
the
roof
slab
100
mm
thic
km
easu
red
over
cres
tof
met
alde
ckin
g&
shal
lha
vead
equa
test
reng
thto
supp
ort
wei
ght
ofgr
een
conc
rete
and
impo
sed
load
sof
min
150
kg/
sqm
durin
gco
nstru
ctio
nbe
twee
npu
rlins
aspe
rm
anuf
actu
rer's
reco
mm
enda
tions
/ca
lcul
atio
ns/
test
certi
ficat
esfo
rap
prov
alfo
rbe
low
men
tione
dsp
ans.
The
shee
tsh
allb
epe
rman
ently
coat
edw
ithsi
licon
mod
ified
poly
ster
pain
tofm
inim
um20
mic
ron
DFT
onex
pose
dsu
rface
(faci
ngop
erat
ing
floor
)and
min
imum
7m
icro
non
othe
rfa
ceov
erep
oxy
prim
erap
plie
dov
erho
tdip
ped
galv
anis
ing
@27
5gm
/sqm
incl
udin
gfix
ing
ofsh
eett
opu
rlin
with
self
drill
ing
whi
tezi
ncpl
ated
heat
treat
edca
rbon
stee
lscr
ews
ofm
inim
um5.
6m
mdi
a@
260
mm
c/c
inth
etro
ugh
and
stic
hsc
rew
sbe
twee
ntw
oad
jace
ntsh
eets
and
seal
ing
with
epox
yse
alan
t.M
easu
rem
ento
fpr
ofile
she
etin
g sh
all b
e of
the
plan
are
a of
roof
cov
ered
by
MS
trou
gh m
etal
dec
king
.
3.1.
1a
Spa
n up
to 1
800
mm
.91
00S
QM
3.1.
2b
Spa
n ex
ceed
ing
1800
mm
and
upt
o 25
00 m
m.
1676
SQ
M
QU
AN
TITY
VOLU
ME-
IIIPR
ICE
SCH
EDU
LE, R
EV-0
1C
ivil,
Stru
ctur
al,A
rchi
tect
ural
, et
c o
f Bal
ance
Civ
il W
ork
of 1
x500
MW
Uni
t#4
for 2
x500
MW
uni
ts a
t Sag
ardi
ghi S
TPP,
WB
.TE
ND
ER N
O -
PSER
:SC
T:SD
G-C
1455
:13
SCH
-3 -
SUPP
LY P
AR
T
SCH-
3 - S
UPPL
Y PA
RTTE
NDER
NO
- PSE
R:SC
T:SD
G-C1
455:1
3
Page
53 O
F 56
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
s)Q
UA
NTI
TY
3.2
1503
AD
esig
ning
,sup
ply,
trans
porta
tion
tosi
tepr
ofile
dex
tern
alcl
addi
ngsh
eetm
anuf
actu
red
outo
f0.5
5m
mTC
T(T
otal
coat
edth
ickn
ess)
ofpe
rman
ently
colo
urco
ated
zinc
alum
est
eel
(150
gsm
zinc
-alu
min
ium
allo
yco
atin
gto
talo
fbo
thsi
des
aspe
rA
S:1
397:
1993
)ha
ving
300
MP
ayi
eld
stre
ngth
.Th
eco
lour
coat
ing
shal
lco
mpr
ise
of20
mic
rons
finis
hco
atov
era
5m
icro
npr
imer
coat
onth
eex
pose
dsi
dean
da
back
coat
of5
mic
ron
over
apr
imer
coat
of5
mic
ron
onre
vers
esi
de.T
hesh
eet
shal
lhav
e50
0m
mco
ver
wid
th,
47m
mhe
ight
cres
tsat
250
mm
cent
res
with
spec
ialm
ale/
fem
ale
side
laps
and
anti-
siph
onin
gfe
atur
esto
prev
ent
leak
age.
3.2.
1a)
For f
inal
pai
ntin
g w
ith S
ilico
n M
odifi
ed P
olye
ster
(SM
P).
8460
SQ
M3.
2.2
b)Fo
r fin
al p
aint
ing
with
Sup
er P
olye
ster
XR
W (a
s pe
r AS
/NZS
-272
8:19
97 C
ateg
ory3
).47
50S
QM
3.3
1505
AD
esig
ning
,su
pply
,tra
nspo
rtatio
nto
site
prof
iled
Inte
rnal
Cla
ddin
gsh
eet
man
ufac
ture
dou
tof
0.6
mm
TCT
(Tot
alco
ated
thic
knes
s)of
perm
anen
tlyco
lour
coat
edzi
ncal
ume
stee
l(15
0/18
0gs
mzi
nc-a
lum
iniu
mal
loy
coat
ing
mas
sto
talo
fbot
hsi
des
aspe
rAS
:139
7:19
93).
The
colo
urco
atin
gsh
allc
ompr
ise
of20
mic
rons
finis
hco
atov
era
5m
icro
npr
imer
coat
onth
eex
pose
dsi
dean
da
back
coat
of5
mic
ron
over
apr
imer
coat
of5
mic
ron
onre
vers
esi
de.T
hesh
eets
hall
have
980
mm
cove
rw
idth
,28
mm
heig
htcr
ests
at19
5m
mce
ntre
sw
ithsp
ecia
lmal
e/fe
mal
esi
dela
psan
dan
ti-si
phon
ing
feat
ures
topr
even
tlea
kage
.The
shee
tsha
llbe
fixed
toth
est
ruct
ure
bym
eans
ofse
lfdr
illin
gfa
stne
rsno
12-2
4x
25m
mco
nfor
ms
toA
S:3
566
Cla
ss-3
long
atva
lley.
Sub
-girt
sof
size
50m
mx
50m
mx
50m
mm
anuf
actu
red
outo
f16G
GI(
1.6
mm
GI)
'Z's
hape
wou
ldbe
fixed
the
inne
r she
etin
g on
face
sid
e at
runn
er lo
catio
ns a
ll co
mpl
ete
as p
er s
peci
ficat
ion.
3.3.
1a)
For f
inal
pai
ntin
g w
ith S
ilico
n M
odifi
ed P
olye
ster
(SM
P).
3.3.
1.1
i)Fo
r zin
calu
me
shee
t 150
gsm
and
hav
ing
550
Mpa
yie
ld s
treng
th.
2580
SQ
M3.
3.1.
2ii)
For z
inca
lum
e sh
eet 1
80 g
sm a
nd h
avin
g 24
0 M
pa y
ield
stre
ngth
.12
70S
QM
3.3.
2b)
For f
inal
pai
ntin
g w
ith S
uper
Pol
yest
er X
RW
(as
per A
S/ N
ZS-2
728:
1997
Cat
egor
y3).
3.3.
2.1
i)Fo
r zin
calu
me
shee
t 150
gsm
and
hav
ing
550
Mpa
yie
ld s
treng
th.
1060
SQ
M3.
3.2.
2ii)
For z
inca
lum
e sh
eet 1
80 g
sm a
nd h
avin
g 24
0 M
pa y
ield
stre
ngth
.62
0S
QM
4.0
1600
FALS
E C
EILI
NG
4.1
1604
Sup
ly,t
rans
porta
tion
tosi
tepe
rman
ently
colo
urco
ated
alum
iniu
mfa
lse
ceili
ngof
appr
oved
colo
urw
ithst
ove
enam
elfin
sih
ofap
prov
edm
ake
inLI
NE
AR
and
SQ
UA
RE
type
with
corr
osio
nre
sist
ance
alum
iniu
mal
loys
pane
lsof
min
imum
thic
knes
s0.
5m
min
clud
ing
50m
mth
ick
min
eral
woo
lins
ulat
ion
(as
perI
S:8
183)
boun
din
poly
then
eba
gson
top
ofpa
nels
.Add
ition
alha
nger
san
dhe
ight
adju
stm
entc
lips
shal
lbe
prov
ided
for
retu
rnai
rgril
ls,l
ight
fixtu
res.
AC
duct
set
csu
itabl
eM
Sch
anne
l(m
inim
umM
C75
)grid
1200
c/c
max
imum
shal
lals
obe
prov
ided
abov
eth
efa
lse
ceili
ngle
vel
for
mov
emen
tof
pers
onne
lto
faci
litat
em
aint
enan
ceof
light
ing
fixtu
res,
AC
duc
ts e
tc. T
he w
ork
to b
e co
mpl
ete
as p
er s
peci
ficat
ions
, dra
win
gs a
nd d
irect
ion
of e
ngin
eer.
2250
SQ
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SCH-
3 - S
UPPL
Y PA
RTTE
NDER
NO
- PSE
R:SC
T:SD
G-C1
455:1
3
Page
54 O
F 56
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
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CR
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RA
TE(R
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mm
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cin
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:277
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nded
min
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l ins
ulat
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S:8
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on to
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IS:3
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avy
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nfor
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atio
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cal
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ply,
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porta
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ctor
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ade
wel
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nfor
min
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nan
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nch
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k-w
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com
plet
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22M
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ss4.
6as
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S:1
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teel
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l com
plet
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2M
T
SCH-
3 - S
UPPL
Y PA
RTTE
NDER
NO
- PSE
R:SC
T:SD
G-C1
455:1
3
Page
55 O
F 56
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
SL N
OST
NO
DES
CR
IPTI
ON
RA
TE(R
s)A
MO
UN
T(R
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NTI
TY
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Cla
ss8.
8an
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rade
`C'a
spe
rIS
:136
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red
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lass
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:136
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nfor
min
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IS:6
623
with
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ened
and
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perI
S:6
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and
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amet
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dup
to30
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mlo
ngfo
rstru
ctur
alst
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ork
etc
all
com
plet
e.
43M
T
TOTA
L
SCH-
3 - S
UPPL
Y PA
RTTE
NDER
NO
- PSE
R:SC
T:SD
G-C1
455:1
3
Page
56 O
F 56
VOLU
ME-II
IPR
ICE
SCHE
DULE
, REV
-01
SIGN
ATUR
E W
ITH
SEAL
OF B
IDDE
R
POWER SECTOR EASTERN REGION, DJ-9/1, SALT LAKE CITY, KOLKATA - 700 091(033) 23211960 23211798/ 1691
ANNEXURE - 2
FORMAT FOR NO DEVIATION CERTIFICATE(To be submitted in the bidder's letter head)
BHARAT HEAVY ELECTRICALS LIMITED,Power Sector - Eastern Region,Plot no 9/1, DJ Block, Sector – II, Salt Lake City,Kolkata – 700 091
Sub No Deviation Certificate.Job Civil, Structural, Architectural, etc of Balance Civil Work of 1x500 MW Unit#4 for 2x500 MW units at
Sagardighi STPP, WB.Ref 1.0 Tender no PSER:SCT:SDG-C1455:13.
2.0 BHEL's NIT, vide reference no PSER:SCT: SDG-C1455:3238 Date: 08-04-20133.0 BHEL’s TCN-01, vide reference no PSER: SCT: SDG-C1455:TCN-01 Date: 19-04-20134.0 All other pertinent issues till date.
Dear Sirs,
With reference to above, this is to confirm that as per tender conditions, we have visited site before submission of our offer and noted the job content & site conditions etc. We also confirm that we have not changed/ modified the tender documents as appeared in the website/ issued by you and in case of such observance at any stage, it shall be treated as null and void.
We hereby confirm that we have not taken any deviation from tender clauses together with other references as enumerated in the above referred NIT. We hereby confirm our unqualified acceptance to all terms & conditions, unqualified compliance to technical specification, integrity pact (if applicable) and acceptance to reverse auctioning process.
In the event of observance of any deviation in any part of our offer at a later date whether implicit or explicit, the deviations shall stand null & void.
We confirm to have submitted offer in accordance with tender instructions and as per aforesaid references.
Thanking you,
Yours faithfully,
(Signature, date & seal of authorized representative of the bidder)