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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
30 Oct 2026, 3:15 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN N
13 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnoverof V/N or 'V' whichever is less; where V= Advertised value of the tenderin crores of Rupees N= Number of years prescribed for completion ofwork for which bids have been invited. The average annual contractualturnover shall be calculated as an average of "total contractualpayments" in the previous three financial years as per the auditedbalance sheet. However, in case balance sheet of the previous year isyet to be prepared/ audited, the audited balance sheet of the fourthprevious year shall be considered for calculating average annualcontractual turnover. The tenderers shall submit requisite information asper Annexure-VIB, along with copies of Audited Balance Sheets dulycertified by the Chartered Accountant/ Certificate from CharteredAccountant duly supported by Audited Balance Sheet. Note:- Auditedbalance sheet of the fourth previous year can be considered only whenbalance sheet of the previous year is yet to be prepared/ audited and itshall be certified by CA in Annexure VIB. For this purpose Standardformat is attached. Non submission of Annexure VIB certificate, orsubmission of Annexure VIB certificate either not properly filled in, or in aformat other than the prescribed format shall lead to summary rejectionof your offer
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07(seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. Definition of Similar work- 'Any type of Civil Engineering work involving Construction of RCC frame Building (S). The cost component of RCC building(s) shall be at least 30% of tender value.
32 conditions · 7 needing a document upload
Tenderers should show discount in the rate scheduleonly,instead of anywhere else in the offer. Discounts not shownatdesignated place will be summarily ignored for assigninginterse ranking of offers. Conditional discount will not beconsideredfor adjudging the inter-se position i.e. rate quotedwithout anyconditions attached (viz. Discount/ Rebates havinglinkages toquantity, rates payment etc.) will only be consideredforevaluation purpose. In other words, discounted rates linkedtoquantities, rates, prompt payment etc. will be ignoredfordetermining inter- se position. Railway, however reservestheright to use the discounted rate/ rates considered workableandappropriate, for counter offer to the successful tenderers
Tenderers will examine the various provisions of TheCentralGoods and Services Tax Act,2017(CGST)/ IntegratedGoods andServices Tax Act, 2017 (IGST)/ Union Territory GoodsandServices Tax Act, 2017(UTGST)/ respective state's StateGoodsand Services Tax Act (SGST) also, as notified byCentral/StateGovt.& as amended from time to time andapplicable taxesbefore bidding. Tenderers will ensure that fullbenefit of InputTax Credit (ITC) likely to be availed by them isduly consideredwhile quoting rates.The successful tenderer whois liable to beregistered under CGST/IGST/UTGST/SGST Act shallsubmit GSTINalong with other details required underCGST/IGST/UTGST/SGSTAct to railway immediately after theaward of contract, withoutwhich no payment shall be released tothe Contractor. TheContractor shall be responsible for depositionof applicable GSTto the concerned authority. In case thesuccessful tenderer isnot liable to be registered underCGST/IGST/UTGST/ SGST Act,the railway shall deduct theapplicable GST from his/their billsunder reverse chargemechanism (RCM) and deposit the sameto the concernedauthority. Contractor shall be liable topay/refund the amountcollected as GST to the Indian Railwaysalong with interest andpenalties, if any imposed by theauthorities, in case GST inputtax credit of Indian Railways isdenied/rejected by the taxauthorities due to reasons mentionedbelow but not limited to: Wrong/incorrect invoices issued byContractor ; No-filing of GSTreturns; Non payment of GSTcollected from Indian Railways tothe authorities; Any other noncompliance done by Contractor;Retention Money: Any paymentliable to be paid by IndianRailways to contractor against thegoods or services or bothsupplied by such contractor to IndianRailways shall be kept onhold in case supplier makes any noncompliance of any of theGST law provisions including nonreporting of invoices in GSTreturns. Such payment shall bereleased after proper verificationof records and availability ofITC to Indian Railways as perprovisions of GST Law. GeneralIndemnity: Contractor herebyagrees to indemnify and holdharmless the Indian Railways fromand against any and alllosses, including loss on account of InputTax Credit and alllosses incurred by the Indian Railways relatingto or arising outof or in connection with any actual or threatenedclaim, legalaction, proceedings, prosecution or inquiry by oragainst theIndian Railways arising out, directly or indirectly,offailure by thecontractor to comply with the provisions of GSTand relatedlaws, or based upon or arising from any failure bythe Contractor{After award of LOA it should be indemnifyotherwise action maybe taken by competent authority and willbe binding uponcontractor).(ACS-6 dtd 21.12.2023). ( Click here to download Format)
The Bid Security shall be deposited either in cash throughepayment gateway or submitted as Bank Guarantee bond fromascheduled commercial bank of India or as mentioned intenderdocuments. The Bank Guarantee bond shall be as perAnnexureVIA and shall be valid for a period of 90days beyondthe bidvalidity period. In case, submission of Bid Security in theform ofBank Guarantee, following shall be ensured: (i).A scannedcopyof the Bank Guarantee shall be uploaded on eProcurementPortal (IREPS) while applying to the tender. (ii).Theoriginal BankGuarantee should be delivered to Chief OfficeSuperintendentRate before closing date for submission of bidsi.e., excludingthe last date of submission of bids. (ACS-5 dtd20.10.02023).(iii)Non submission of scanned copy of BankGuarantee with thebid on etendering portal (IREPS) and/or nonsubmission oforiginal Bank Guarantee within the specified periodshall lead tosummary rejection of bid. (iv) The Tender Securityshall remainvalid for a period of 90 days beyond the validityperiod for theTender. (v) The details of the BG, physicallysubmitted shouldmatch with the details available in the scannedcopy and thedata entered during bid submission time, failingwhich the bidwill be rejected (vi).The Bank Guarantee shall beplaced in anenvelope, which shall be sealed. The envelope shallclearly bearthe identification "Bid for the ***** Project" and shallclearlyindicate the name and address of the Bidder. In addition,the BidDue Date should be indicated on the right hand topcorner of theenvelope. (vii)The envelope shall be addressed tothe officer andaddress as mentioned in the tender document.(viii).If theenvelope is not sealed and marked as instructedabove, theRailway assumes no responsibility for themisplacement orpremature opening of the contents of the Bidsubmitted andconsequent losses, if any, suffered by the Bidder
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
In terms of HQ's letter No. W.187.R.GCC dated 24.05.2019,"Ifany contract is terminated under clause 62 of GCConcontractor's fault, then that contractor shall betemporarilydebarred from participation in any tender in thatdivision forONE YEAR, If so decided by the Tender AcceptingAuthority. Incase creation of unsafe working due toinfringement/entanglement of P.Way materials ( Rails, Sleeper,tec.) or/andtool & plants, deployed at worksites with runningtrains, apenalty of Rs. 1,00,000/- (Rs. One Lakh) shall beimposed perincident. In case of repeated such incidence,contract is liablefor termination as per contract conditions. (HQ'sLt. No. W.636.T.FBWP/Tender/2017 dtd. 12.10.2021).Further,Excavation and Earthwork in Railway Premises: Whilecarryingout the excavation in the yard for executing any workallprecautions should be taken to avoid damages to cablespipelines etc and the damage cost will be borne by agency. Inorderto avoid damage to the Signaling, Tele communicationandElectrical cables, Telecom Circular No.17/2013 -"Procedureforundertaking digging work in the vicinity of signaling,electricaland telecommunication cables" issued vide letterno.2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 has to be followed.
As per the recommendations by the 47th GST Council Meetinginrelation to changes in Tax rates, circulated by RailwayBoardvide L.No.2017/ACII/1/6/GST/Main/Vol.-III, dated 05- 07-2022, theGST rates on Railway works contract has been revisedfromexisting 12% to 18%. The clarification mentioned in theRailwayBoard's letter is attached in tender document.Therefore,Bidders are requested to quote their rates including18% GST.'
Spl Eligibility Condition, Scope of Work, Specialconditionsattached to GCC
In terms of HQ's letter No. W.187.R.GCC dated 24.05.2019,"Ifany contract is terminated under clause 62 of GCConcontractor's fault, then that contractor shall betemporarilydebarred from participation in any tender in thatdivision forONE YEAR, If so decided by the Tender AcceptingAuthority
In case creation of unsafe working due toinfringement/entanglement of P. Way materials ( Rails, Sleeper,tec.) or/andtool & plants, deployed at worksites with runningtrains, apenalty of Rs. 1,00,000/- (Rs. One Lakh) shall beimposed perincident. In case of repeated such incidence,contract is liablefor termination as per contract conditions. (HQ'sLt. No. W.636.T.FBWP/Tender/2017 dtd. 12.10.2021)
Tenderers are requested to go through the Special Conditionsfor Letter of Credit.
The tender Document of the subjected work is in conformitywithIndian Railways Standard General Conditions of Contract -April2022 with latest correction slip No 1 of dated 14.07.2022,the perspective Tenderers are requested to go through theTender Document before offering their offers
Annexure-V(A) shall be submitted by the each member ofapartnership Firm/Joint Venture (JV)/Hindu UndividedFamily(HUF)/ Limited Liability Partnership (LLP) etc, as the casemaybe. Non submission of the certificate/Affidavit, or submissionofcertificate/Affidavit either not properly filled in, or in aformatother than the prescribed format shall lead tosummarilyrejection of your offer
Applicability of Price Variation Clause (PVC) dependsonfulfillment of condition of Para 46.A1 of Indian RailwaysStandardGeneral Conditions of Contract April 2022-part IIcorrected uptoACS 1.
Documentary proof - Tenderer should submit scannedcopydocumentary proof in regard for fulfilling the Technical/financialeligibility criteria along-with their offer (for details referattacheddocuments). If the tenderers do not submit any proof ofmeetingwith the eligibility criteria as laid down in the tenderconditions,the offer shall be considered as incomplete and shallbesummarily rejected. Documents submitted in supportofeligibility criteria after opening of tender will not beconsidered.
Tenderer should quote their offer with all inclusive rates
The all documents submitted should not be corrupted, if atthetime of tender opening. The document submitted are notopenedbeing corrupted, offer shall be summarily rejected.
Completion period of this tender work is 09 monthsandmaintenance period of 06 Months.
Pune -Improvement to DTC GPR under ADEN/M/PA.
DRM-W-PA-E-Tend-2026-N-23~CR
DRM-W-PA-E-Tend-2026-N-23
Open
Works - General
9 Months
Pune, Maharashtra
₹0
₹9.3 L
7 Oct 2026
7 Oct 2026
16 Oct 2026
215 items across 48 schedules · ₹4,06,73,683.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 1100 | 494.1 | 5,43,510 |
| 2 | All kinds of soil. | cum | 720 | 260.3 | 1,87,416 |
| 3 | Ordinary rock | cum | 180 | 632.95 | 1,13,931 |
| 4 | Hard rock (blasting prohibited) | cum | 90 | 1,523.05 | 1,37,074.5 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | cum | 86 | 7,654.85 | 6,58,317.1 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | cum | 34 | 9,893.45 | 3,36,377.3 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 299 | 392.15 | 1,17,252.85 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 684 | 842.5 | 5,76,270 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1026 | 927.25 | 9,51,358.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 513 | 736.4 | 3,77,773.2 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 641 | 961.3 | 6,16,193.3 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm | 128 | 764.95 | 97,913.6 |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 10 | 10,416.75 | 1,04,167.5 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 51300 | 107.85 | 55,32,705 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 143 | 9,504.75 | 13,59,179.25 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 432 | 9,860.4 | 42,59,692.8 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 57 | 7,370.65 | 4,20,127.05 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 143 | 9,344.35 | 13,36,242.05 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 67 | 5,413.5 | 3,62,704.5 |
| 20 | Area of slab over 0.50 sqm | Sqm | 43 | 5,136.3 | 2,20,860.9 |
| 21 | Granite work | Metre | 214 | 510.95 | 1,09,343.3 |
| 22 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 76 | 2,241.8 | 1,70,376.8 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 51 | 3,167.95 | 1,61,565.45 |
| 24 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 51 | 462.35 | 23,579.85 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4750 | 238.35 | 11,32,162.5 |
| 26 | With 12 mm mild steel U beading | Sqm | 86 | 939.2 | 80,771.2 |
| 27 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 76 | 228.85 | 17,392.6 |
| 28 | 100x85x5.5 mm (heavy type) | Each | 103 | 206.4 | 21,259.2 |
| 29 | 250x10 mm | Each | 26 | 441.6 | 11,481.6 |
| 30 | 100x10 mm | Each | 26 | 197.5 | 5,135 |
| 31 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 26 | 854.65 | 22,220.9 |
| 32 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 26 | 121.65 | 3,162.9 |
| 33 | 100 mm | Each | 26 | 206.25 | 5,362.5 |
| 34 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 67 | 570.95 | 38,253.65 |
| 35 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 26 | 4,488.95 | 1,16,712.7 |
| 36 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 855 | 117.35 | 1,00,334.25 |
| 37 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 855 | 133.7 | 1,14,313.5 |
| 38 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 17 | 11,439.6 | 1,94,473.2 |
| 39 | Hot finished welded type tubes | Kg | 1283 | 194.4 | 2,49,415.2 |
| 40 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 26 | 226 | 5,876 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1710 | 172.6 | 2,95,146 |
| 42 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 257 | 1,096.55 | 2,81,813.35 |
| 43 | Size of Tile 600x600 mm | Sqm | 1026 | 1,553.45 | 15,93,839.7 |
| 44 | 110 mm diameter | Metre | 128 | 377.4 | 48,307.2 |
| 45 | 110 mm | Each | 17 | 371.3 | 6,312.1 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 1710 | 399.45 | 6,83,059.5 |
| 47 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1026 | 411.75 | 4,22,455.5 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1710 | 262.7 | 4,49,217 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1026 | 116.9 | 1,19,939.4 |
| 50 | Two or more coats on new work | Sqm | 1710 | 155.9 | 2,66,589 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 40 | 2,434.25 | 97,370 |
| 52 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 50 | 3,551.25 | 1,77,562.5 |
| 53 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 90 | 1,147.2 | 1,03,248 |
| 54 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 900 | 9.05 | 8,145 |
| 55 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 56 | In cement mortar | cum | 10 | 2,458.95 | 24,589.5 |
| 57 | Of area 3 sq. metres and below | Each | 5 | 367.2 | 1,836 |
| 58 | Of area 3 sq. metres and below | Each | 5 | 143.5 | 717.5 |
| 59 | R.S. Joists | Kg | 500 | 3.4 | 1,700 |
| 60 | Channels, angles, tees and flats | Kg | 150 | 2.3 | 345 |
| 61 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 62 | 15 mm to 40 mm nominal bore | Metre | 100 | 149.8 | 14,980 |
| 63 | Above 40 mm nominal bore | Metre | 100 | 161.4 | 16,140 |
| 64 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 641 | 218.9 | 1,40,314.9 |
| 65 | 90 mm to 45 mm size stone aggregate | cum | 86 | 2,098.4 | 1,80,462.4 |
| 66 | Moorum | cum | 171 | 768.25 | 1,31,370.75 |
| 67 | With G.I. barbed wire | Metre | 171 | 22.1 | 3,779.1 |
| 68 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 1026 | 125.75 | 1,29,019.5 |
| 69 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 109 | 7,993.8 | 8,71,324.2 |
| 70 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 171 | 11,098.45 | 18,97,834.95 |
| 71 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 9 | 6,767.4 | 60,906.6 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 11 | 2,648.85 | 29,137.35 |
| 74 | 10 litre (full flush) capacity-white | Each | 11 | 2,243.75 | 24,681.25 |
| 75 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 11 | 122.4 | 1,346.4 |
| 76 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 11 | 375.65 | 4,132.15 |
| 77 | 1216 (16 mm OD) pipe | Metre | 86 | 522.7 | 44,952.2 |
| 78 | 1620 (20 mm OD) pipe | Metre | 43 | 557.55 | 23,974.65 |
| 79 | 2025 (25 mm OD) pipe | Metre | 43 | 627.25 | 26,971.75 |
| 80 | 1216 (16 mm OD) pipe | Metre | 86 | 263.2 | 22,635.2 |
| 81 | 2025 (25 mm OD ) pipe | Metre | 86 | 340.85 | 29,313.1 |
| 82 | 4050 (50 mm OD ) pipe | Metre | 171 | 799.8 | 1,36,765.8 |
| 83 | 15 mm nominal bore | Each | 23 | 353.25 | 8,124.75 |
| 84 | 15 mm nominal bore | Each | 23 | 353.25 | 8,124.75 |
| 85 | 50 mm nominal bore | Each | 19 | 1,026.65 | 19,506.35 |
| 86 | 80 mm nominal bore | Each | 29 | 2,604.55 | 75,531.95 |
| 87 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 150000 | 11 | 16,50,000 |
| 88 | 100 mm dia. R.C.C. pipe | Metre | 86 | 507.05 | 43,606.3 |
| 89 | 300 mm dia. R.C.C. pipe | Metre | 257 | 994.3 | 2,55,535.1 |
| 90 | 600 mm dia. R.C.C. pipe | Metre | 428 | 2,243.4 | 9,60,175.2 |
| 91 | 900 mm dia. R.C.C. pipe | Metre | 257 | 4,750.85 | 12,20,968.45 |
| 92 | With Sewer bricks conforming to IS : 4885 | Each | 43 | 12,711.8 | 5,46,607.4 |
| 93 | With Sewer bricks conforming to IS : 4885 | Each | 34 | 26,244.7 | 8,92,319.8 |
| 94 | With Sewer bricks conforming to IS : 4885 | Metre | 86 | 8,654.25 | 7,44,265.5 |
| 95 | With Sewer bricks conforming to IS : 4885 | Metre | 103 | 10,381.45 | 10,69,289.35 |
| 96 | Square shape 450 mm internal dimension | Each | 26 | 1,386.55 | 36,050.3 |
| 97 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 530.9 | 2,38,905 |
| 98 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 400 | 634.45 | 2,53,780 |
| 99 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 428 | 829.75 | 3,55,133 |
| Schedule total | ₹3,76,86,235.05 | ||||
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