TCN - 01 · 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

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 Offer from bidders in superseded price schedule (Vol-III, REV-00) shall not be considered.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’.


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


(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



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



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



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



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 = ---------------------------------------------------------------------------------------------------------------



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



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’



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)



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



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.



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]



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.



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

ICE

(SC

H-2

& S

CH

-3 T

OG

ETH

ER)

TEN

DER

NO

- PS

ER:S

CT:

SDG

-C14

55:1

3SC

H-1

- TO

TAL

PRIC

E

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

.

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

IPTI

ON

RA

TE(R

s)A

MO

UN

T(R

s)1.

010

0EA

RTH

WO

RK

(Ear

thw

ork

inex

cava

tion,

back

fillin

gan

ddi

spos

alin

clud

ing

nece

ssar

ym

en/w

omen

,mat

eria

ls,

equi

pmen

t,lo

adin

g,tr

ansp

orta

tion,

unlo

adin

g,de

wat

erin

get

cas

per

spec

ifica

tion,

draw

ing

and

as d

irect

ed b

y en

gine

er fo

r the

follo

win

g)1.

110

1E

arth

wor

kin

exca

vatio

nin

allt

ypes

ofso

ilin

clud

ing

ash

whi

chca

nbe

exca

vate

dby

any

mea

nsin

clud

ing

setti

ngou

t,le

velli

ng,d

ewat

erin

g(b

utex

clud

ing

spec

ialt

ype

ofde

wat

erin

gvi

zw

ellp

oint

met

hod)

,sho

ring

&st

rutti

ng(w

here

verr

equi

red)

,dre

ssin

gth

esi

des

&bo

ttom

,all

lifts

,ram

min

g/co

mpa

ctin

gth

eex

cava

ted

botto

m, s

tack

ing,

dis

posa

l of s

urpl

us e

xcav

ated

mat

eria

ls w

ithin

a le

ad u

pto

500

m, s

prea

ding

/ lev

ellin

g of

di

spos

ed m

ater

ials

etc

all

com

plet

e fo

r fol

low

ing

dept

hs b

elow

gro

und

leve

l.

1.1.

1a

Dep

th fr

om g

roun

d le

vel b

ut n

ot e

xcee

ding

2 m

.17

661

CU

M1.

1.2

bD

epth

exc

eedi

ng 2

m b

ut n

ot e

xcee

ding

4 m

.21

32C

UM

1.1.

3c

Dep

th e

xcee

ding

4 m

but

not

exc

eedi

ng 6

m.

3212

CU

M1.

310

3E

arth

wor

kin

exca

vatio

nin

soft

rock

(roc

kw

ithou

tany

reco

very

ofex

acav

ated

mat

eria

lsin

the

form

ofha

rdst

one/

boul

der)

incl

udin

gw

eath

ered

rock

whi

chca

nbe

exca

vate

dby

mea

nsof

crow

bar,

pick

axe,

pneu

mat

icro

ckbr

eake

ratta

chm

entw

ithex

cava

torm

achi

neet

cbu

tdoe

sno

treq

uire

chis

ellin

gor

blas

ting

incl

udin

gse

tting

out,

leve

lling

,de

wat

erin

g(w

here

ver

requ

ired)

,sh

orin

g&

stru

tting

(whe

reve

rre

quire

d),

dres

sing

the

side

s&

botto

m,a

lllif

ts,r

amm

ing/

com

pact

ing

the

exca

vate

dbo

ttom

,sta

ckin

g,di

spos

alof

surp

lus

exca

vate

dm

ater

ials

with

ina

lead

upto

500

m,s

prea

ding

/lev

ellin

gof

disp

osed

mat

eria

lset

cal

lco

mpl

ete

for f

ollo

win

g de

pths

bel

ow g

roun

d le

vel.

1.3.

1a

Dep

th fr

om g

roun

d le

vel b

ut n

ot e

xcee

ding

2 m

.25

7C

UM

1.3.

2b

Dep

th e

xcee

ding

2 m

but

not

exc

eedi

ng 4

m.

249

CU

M1.

3.3

cD

epth

exc

eedi

ng 4

m b

ut n

ot e

xcee

ding

6 m

.20

1C

UM

1.3.

4d

Dep

th e

xcee

ding

6 m

but

not

exc

eedi

ng 8

m.

161

CU

M1.

3.5

eD

epth

exc

eedi

ng 8

m b

ut n

ot e

xcee

ding

10

m.

161

CU

M1.

3.6

fD

epth

exc

eedi

ng 1

0 m

but

not

exc

eedi

ng 1

5 m

.40

CU

M

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

-2 -

SER

VIC

E PA

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

IPTI

ON

RA

TE(R

s)A

MO

UN

T(R

s)Q

UA

NTI

TY

1.4

107

Bac

kfil

ling

upto

any

dept

hbe

low

grou

ndle

vela

roun

dfo

unda

tions

,plin

ths,

trenc

hes,

drai

nset

cto

prop

ergr

ade

and

leve

lin

laye

rsno

tex

ceed

ing

250

mm

thic

knes

sus

ing/

with

sele

cted

mat

eria

lsfro

mco

mpu

lsor

ilyex

cava

ted

soil

avai

labl

ew

ithin

ale

adup

to50

0m

and

com

pact

edas

spec

ified

incl

udin

gre

-ex

cava

tion

ofst

acke

dea

rth,w

ater

ing,

ram

min

g/co

mpa

ctio

nby

man

ual/

mec

hani

calm

eans

,dre

ssin

get

cal

l com

plet

e.fo

r the

follo

win

g.1.

4.1

aE

ach

laye

r com

pact

ed s

o as

to a

chie

ve a

t lea

st 9

5% m

axim

um d

ry d

ensi

ty a

s pe

r IS

-272

0 (P

art-V

II).

527

CU

M1.

4.2

bE

ach

laye

r com

pact

ed s

o as

to a

chie

ve a

t lea

st 9

0% m

axim

um d

ry d

ensi

ty a

s pe

r IS

-272

0 (P

art-V

II).

6623

CU

M1.

4.3

dE

ach

laye

rcom

pact

edso

asto

achi

eve

atle

ast7

5%re

lativ

ede

nsity

aspe

rIS

-272

0pa

rtX

IVin

case

ofsa

ndy

soils

.40

54C

UM

1.5

108

Bac

kfil

ling

upto

any

dept

hbe

low

grou

ndle

vela

roun

dfo

unda

tions

,plin

ths,

trenc

hes,

drai

nset

cto

prop

ergr

ade

and

leve

lin

laye

rsno

tex

ceed

ing

250

mm

thic

knes

sus

ing/

with

sele

cted

mat

eria

lsdi

rect

lyfro

mex

cava

tion

and

com

pact

edas

spec

ified

incl

udin

gw

ater

ing,

ram

min

g/co

mpa

ctio

nby

man

ual/

mec

hani

cal

mea

ns, d

ress

ing

etc

all c

ompl

ete

for t

he fo

llow

ing.

1.5.

1a

Eac

h la

yer c

ompa

cted

so

as to

ach

ieve

at l

east

95%

max

imum

dry

den

sity

as

per I

S-2

720

(Par

t-VII)

.28

58C

UM

1.5.

2b

Eac

h la

yer c

ompa

cted

so

as to

ach

ieve

at l

east

90%

max

imum

dry

den

sity

as

per I

S-2

720

(Par

t-VII)

.57

00C

UM

1.5.

3d

Eac

hla

yerc

ompa

cted

soas

toac

hiev

eat

leas

t75%

rela

tive

dens

ityas

per

IS-2

720

part

XIV

inca

seof

sand

y so

ils.

3251

CU

M

1.6

109A

Ext

raov

erS

TN

O10

1an

d10

3to

107

for

carr

iage

ofex

cava

ted

earth

/sel

ecte

dm

ater

ials

for

500

mto

1KM

bey

ond

an in

itial

lead

of 5

00 m

.10

075

CU

M

1.7

119B

Ext

raov

erS

TN

O10

1an

d10

3to

107

for

carr

iage

ofex

cava

ted

earth

/sel

ecte

dm

ater

ials

from

1KM

to2K

M16

06C

UM

1.8

110

Bac

kfil

ling

upto

any

dept

hbe

low

grou

ndle

vela

roun

dfo

unda

tions

,plin

ths,

trenc

hes,

drai

nset

cto

prop

ergr

ade

and

leve

lin

laye

rsno

texc

eedi

ng25

0m

mth

ickn

ess

usin

g/w

ithap

prov

edbo

rrow

edso

il(b

orro

wed

soil

tobe

arra

nged

byth

ebi

dder

)and

com

pact

edas

spec

ified

incl

udin

gsu

pply

ing

borr

owed

soil,

roya

lty(if

any)

,wat

erin

g,ra

mm

ing/

com

pact

ion

bym

anua

l/m

echa

nica

lmea

ns,d

ress

ing

etc

allc

ompl

ete

fort

hefo

llow

ing.

1.8.

1a

Eac

h la

yer c

ompa

cted

so

as to

ach

ieve

at l

east

95%

max

imum

dry

den

sity

as

per I

S-2

720

(Par

t-VII)

.77

9C

UM

1.8.

2b

Eac

h la

yer c

ompa

cted

so

as to

ach

ieve

at l

east

90%

max

imum

dry

den

sity

as

per I

S-2

720

(Par

t-VII)

.20

23C

UM

1.8.

3c

Eac

h la

yer c

ompa

cted

so

as to

ach

ieve

at l

east

85%

max

imum

dry

den

sity

as

per I

S-2

720

(Par

t-VII)

.2

CU

M

1.8.

4d

Eac

hla

yerc

ompa

cted

soas

toac

hiev

eat

leas

t75%

rela

tive

dens

ityas

per

IS-2

720

part

XIV

inca

seof

sand

y so

ils.

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

Sup

plyi

ngan

dfil

ling

sand

upto

any

dept

hun

der

floor

s,ar

ound

foun

datio

ns,

plin

ths

etc

inla

yers

not

exce

edin

g25

0m

mth

ickn

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

xing

- 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

xing

- 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

xing

- 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

zeof

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

e.10

KG

18.8

1809

Pro

vidi

ngch

emic

alin

ject

ion

grou

ting

with

pres

sure

pum

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

tset

cal

lcom

plet

e.E

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

xing

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

xing

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

xing

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

xing

- 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

xing

- 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

xing

- 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

M

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

DES

CR

IPTI

ON

RA

TE(R

s)A

MO

UN

T(R

s)Q

UA

NTI

TY

4.2

1606

AS

uppl

y,tra

nspo

ratio

nto

site

12.5

mm

thic

kgl

ass

fibre

rein

forc

edgy

psum

plas

ticbo

rad

inpl

ancu

rve

orin

elev

atio

nw

ithal

umin

ium

grid

,m

etal

susp

ensi

onsy

stem

,an

chor

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

lco

mpl

ete

aspe

rar

chite

ctur

alde

sign

and

deta

ilm

etal

susp

ensi

onsy

stem

aspe

rA

STM

C-6

35sh

allb

eho

tdi

pped

MS

galv

aniz

ed(g

rade

180

aspe

rIS

:277

)no

min

alsi

zeof

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

.S

uspe

nsio

nsy

stem

shal

lbe

aspe

rm

anuf

atur

er's

spec

ifica

tion

supp

orte

dov

erm

ovm

entp

latfo

rmin

clud

ing

25m

mth

ick

resi

n bo

nded

min

eral

woo

l ins

ulat

ion

(as

per I

S:8

183)

bou

nd in

pol

ythe

ne b

ags

on to

p of

cei

ling.

280

SQ

M

5.0

1700

RA

IN W

ATE

R D

OW

N T

AK

E PI

PES

5.1

1707

AS

uppl

y,tra

nspo

rtatio

nto

site

GId

own

take

pipe

sco

nfor

min

gto

IS:1

239/

IS:3

589

ofhe

avy

duty

allc

ompl

ete

for f

ollo

win

g di

amet

ers.

5.1.

1a

100

mm

dia

.12

0R

M5.

1.2

b15

0 m

m d

ia.

2600

RM

5.1.

3c

200

mm

dia

.90

0R

M6.

018

00M

ISC

ELLA

NEO

US

WO

RK

S6.

118

10S

yppl

ying

, tra

nspo

rtatio

n to

site

rails

, gui

de ra

ils, f

ixtu

res,

bol

ts, e

tc fo

r tra

nsfo

rmer

, rai

l tra

ck a

ll co

mpl

ete.

50M

T

7.0

2300

STR

UC

TUR

AL

STEE

L7.

123

07S

uppl

y,fa

bric

atio

n,tra

nspo

rtatio

nto

site

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,w

alk-

way

s,pa

ssag

es,s

tairc

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,

allt

axes

,dut

ies,

pack

ing,

grin

ding

,dril

ling,

wel

ding

,edg

epr

epar

atio

n,et

cal

lco

mpl

ete.

60M

T

7.2

2308

Sup

ply,

fabr

icat

ion,

trans

porta

tion

tosi

tefa

ctor

ym

ade

wel

ded

grat

ing

units

with

mild

stee

lco

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

g2

coat

sof

redo

xide

zinc

-chr

omat

epr

imer

(one

coat

atsh

opan

don

eco

ataf

ter

erec

tion)

,fix

ing

clam

ps,

fittin

gs,

fixtu

res,

all

taxe

s,du

ties,

pack

ing,

grin

ding

,dr

illin

g,w

eldi

ng, e

dge

prep

arat

ion,

etc

all

com

plet

e.

22M

T

7.3

2310

Sup

ply,

fabr

icat

ion,

trans

porta

tion

tosi

tepe

rman

entm

ildst

eelb

olts

(Cla

ss4.

6as

perI

S:1

367

and

Gra

de`C

'as

per

IS:1

363)

and

nuts

,w

ashe

rset

cup

toan

din

clus

ive

of39

mm

diam

eter

and

upto

300

mm

long

for

stru

ctur

al s

teel

wor

k et

c al

l com

plet

e.

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

s)Q

UA

NTI

TY

7.4

2311

Sup

ply,

fabr

icat

ion,

trans

porta

tion

tosi

tehi

ghst

reng

thst

ruct

ural

bolts

(of

prop

erty

Cla

ss8.

8an

dpr

oduc

tG

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

(ofp

rope

rtyC

lass

`8'a

spe

rIS

:136

7)co

nfor

min

gto

IS:6

623

with

hard

ened

and

tem

pere

dw

ashe

rsas

perI

S:6

649

etc

upto

and

incl

usiv

eof

39m

mdi

amet

eran

dup

to30

0m

mlo

ngfo

rstru

ctur

alst

eelw

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


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)