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Tender Value
₹5.9 Cr
EMD Value
₹11.7 L
Closing Date
28 Apr 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
GENERAL
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note: As per GM/Engg/HJP Office Letter No. ECR-HQ0ENGG(CONT)/0009/2025, Dated 18.11.2025 "The balance sheet and all other financial documents attested/certified by the Chartered Accountant (CA) to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer shall be considered as incomplete and will be summarily rejected without any further reference".
(a)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. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed anyone 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 each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (2) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contractor jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of work:- "Supply, Fabrication & Erection of Steel Structure/PF Shed/FOB/PS Tank"
21 conditions · 4 needing a document upload
Letter of Credit (LC) as mode of payment in works tenders or service tenders is available. It is an option for the contractor to take payment from Railways through a letter of credit (LC) arrangement. The details of Letter of Credit as annexure-1 is available at document section.
Please submit bank details of the firm individual JV/partnership etc. i.e. name of the bank along with bank branch code, account number, IFSC code, PAN number and other necessary & relevant documents.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society /registered trust / HUF etc if they want to act through agent or individual partner(s), should submit along with the tender, A copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person specifically authorizing him/them to submit the tender, sign the agreement, receive money, co-ordinate measurements through contractor's authorized engineer, witness measurements, sign measurement books, compromise, settle, relinquish any claim(s) preferred by the firm and sign "No Claim Certificate" and refer all or any disputes to arbitration.
The power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed / Memorandum of Understanding / Article of Association or such other document, failing which tender is liable to be rejected.
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.
For those conditions for which standard formats have been given in the DOCUMENT section, tenderer must upload the sought information in those standard formats otherwise, offer may be rejected.
The tenderer must ensure during bid that whether he/they have followed instruction/submitted documents as detailed in para no. 6, 10, 10.1 & 10.2 of Chapter-II of the tender document along with tender.
All documents (Self attested scanned copy in PDF format) in support of fulfillment of eligibility criteria with respect to completion of Similar nature of work for Technical Eligibility Criteria and average annual contractual turnover for Financial Eligibility Criteria should be furnished along with the tender and should be submitted online at the time of tender bidding. Tenders not accompanied by self attested documentary evidence in support of eligibility criteria will be summarily rejected. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railway may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted.
The tenderer should quote their basic rates and HSN/SAC code with applicable GST in separate. If the firm gives wrong HSN/SAC code and charge GST accordingly at the time of offer, it will be sole responsibility of the tenderer.
The tenderer(s) should not put any unusual condition from their side contradicting terms and conditions in the e-tender. Such unusual/contradictory conditions may not be considered.
PLEASE FILL IN REQUIRED INFORMATION ASKED FOR IN THE SPECIFIEDSPACE IN THE E-TENDER, OTHER WISE TENDER WILL BE TREATED ASINCOMPLETE AND HENCE WILL BE LIABLE FOR REJECTION.
I/We also hereby agree to abide by the Indian Railways Standard General conditions of Contract [GCC], with all correction slips upto- date and to carryout the work according to the Special Conditions of Contract and specifications of materials and works as laid down by Railway as mentioned in the Special Conditions/Specifications.
It is certified that I am the authorized person to represent the firm and I am authorized to sign the tender and all the documents on behalf of the firm.
It is certified that we are aware of the fact that this tender offer is made in the full understanding that our offer will be subjected to verification of all the information submitted with this tender.
We are aware of the fact that the Railway reserve the rights to amend the scope and value of the contract and to reject [or accept] this offer without assigning any financial liability.
Augmentation of shed facilities to improve the capacity for IOH/POH of Track Machines as well as improving the storage facilities at PD/DDU.
CWMPD-01-2026-27
CWMPD-01-2026-27
Open
Works - General
12 Months
Chandauli, Uttar Pradesh
₹0
₹11.7 L
28 Apr 2026
2 Apr 2026
14 Apr 2026
133 items across 4 schedules · ₹4,61,11,931.34 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 360 | 286.85 | 1,03,266 |
| 2 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). | Metre | 200 | 127 | 25,400 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 100 | 368.65 | 36,865 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 300 | 2,161.2 | 6,48,360 |
| 5 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 350 | 7,365.15 | 25,77,802.5 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 100 | 6,670.25 | 6,67,025 |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 75 | 452.25 | 33,918.75 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 10 | 57.15 | 571.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 307.95 | 76,987.5 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1200 | 766.55 | 9,19,860 |
| 13 | Shelves (Cast in situ) | Sqm | 174.6 | 766.55 | 1,33,839.63 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 310 | 608.35 | 1,88,588.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 600 | 804.25 | 4,82,550 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 75 | 657.75 | 49,331.25 |
| 17 | Under 20 cm wide | Metre | 350 | 181.9 | 63,665 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2500 | 319.25 | 7,98,125 |
| 19 | Providing and filling in position, blown bitumen in expansion joints. | cum | 10 | 63,877.35 | 6,38,773.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 320 | 8,825.35 | 28,24,112 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 220 | 10,306.2 | 22,67,364 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 6,658.25 | 6,65,825 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 525 | 8,288.35 | 43,51,383.75 |
| 25 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 837.85 | 41,892.5 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 200 | 1,018.05 | 2,03,610 |
| 27 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 200 | 1,063.45 | 2,12,690 |
| 28 | Sal wood | cum | 1.25 | 1,06,720.85 | 1,33,401.06 |
| 29 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 50 | 2,231.2 | 1,11,560 |
| 30 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 50 | 1,521.6 | 76,080 |
| 31 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,086.1 | 1,54,305 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 197.7 | 2,96,550 |
| 33 | With 2nd class teak wood beading 62X19 mm | Sqm | 25 | 1,164.9 | 29,122.5 |
| 34 | 100x58x1.90 mm | Each | 50 | 40.6 | 2,030 |
| 35 | 250x16 mm | Each | 40 | 165.9 | 6,636 |
| 36 | 200x10 mm | Each | 40 | 61.05 | 2,442 |
| 37 | 125 mm | Each | 40 | 35.2 | 1,408 |
| 38 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,025.65 | 20,513 |
| 39 | 250x16 mm | Each | 15 | 234.9 | 3,523.5 |
| 40 | 150x10 mm | Each | 40 | 75.55 | 3,022 |
| 41 | 125 mm | Each | 40 | 60.05 | 2,402 |
| 42 | Twin rubber stopper | Each | 25 | 62.25 | 1,556.25 |
| 43 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 25 | 2,612.2 | 65,305 |
| 44 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 70 | 408.25 | 28,577.5 |
| 45 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 30 | 10,030.3 | 3,00,909 |
| 46 | 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 | 15 | 9,397.35 | 1,40,960.25 |
| 47 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | Sqm | 10 | 5,374.35 | 53,743.5 |
| 48 | Hot finished seamless type tubes | Kg | 2000 | 168.95 | 3,37,900 |
| 49 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 2300 | 733.3 | 16,86,590 |
| 50 | 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 | 100 | 935.6 | 93,560 |
| 51 | Size of Tile 600 x 600 mm | Sqm | 1000 | 1,286.6 | 12,86,600 |
| 52 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm | 450 | 1,851.5 | 8,33,175 |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 307.25 | 30,725 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4200 | 294.35 | 12,36,270 |
| 55 | Neat cement punning. | Sqm | 100 | 67.8 | 6,780 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4200 | 214.3 | 9,00,060 |
| 57 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 4200 | 158.95 | 6,67,590 |
| 58 | On steel work | Sqm | 500 | 201.7 | 1,00,850 |
| 59 | On concrete work | Sqm | 1300 | 198.4 | 2,57,920 |
| 60 | Two or more coats on new work | Sqm | 500 | 131.45 | 65,725 |
| 61 | Two or more coats on new work | Sqm | 4000 | 121.45 | 4,85,800 |
| 62 | 25 mm diameter. | Metre | 40 | 362.1 | 14,484 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 5,781.35 | 86,720.25 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 65 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 5,268.85 | 31,613.1 |
| 66 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 67 | 32 mm dia | Each | 16 | 104.35 | 1,669.6 |
| 68 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 15 | 1,411.15 | 21,167.25 |
| 69 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 500 | 1,018.05 | 5,09,025 |
| 70 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 412.95 | 8,259 |
| 71 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 671.2 | 13,424 |
| 72 | 25 mm dia nominal bore | Metre | 125 | 491.2 | 61,400 |
| 73 | 15 mm dia nominal bore | Metre | 75 | 485.2 | 36,390 |
| 74 | 20 mm dia nominal bore | Metre | 50 | 541.1 | 27,055 |
| 75 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 76 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 77 | 40 mm dia nominal bore | Metre | 125 | 558.35 | 69,793.75 |
| 78 | 50 mm dia nominal bore | Metre | 100 | 654.2 | 65,420 |
| 79 | 25 to 40 mm nominal bore | Each | 50 | 757.1 | 37,855 |
| 80 | 15 mm nominal bore | Each | 50 | 303.85 | 15,192.5 |
| 81 | 15 mm nominal bore | Each | 30 | 303.85 | 9,115.5 |
| 82 | 40 mm nominal bore | Each | 10 | 707.3 | 7,073 |
| 83 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 84 | 15 mm nominal bore | Each | 50 | 348.85 | 17,442.5 |
| 85 | 25 mm nominal bore | Each | 50 | 399.15 | 19,957.5 |
| 86 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 15 | 10,102.5 | 1,51,537.5 |
| 87 | 15 mm nominal bore | Each | 50 | 262.3 | 13,115 |
| 88 | 25 mm nominal bore | Each | 50 | 369.35 | 18,467.5 |
| 89 | 40 mm nominal bore | Each | 30 | 523.2 | 15,696 |
| 90 | 50 mm nominal bore | Each | 30 | 706.7 | 21,201 |
| 91 | 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. | Litre | 5000 | 9.7 | 48,500 |
| 92 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 93 | 125 mm nominal dia with 25 mm waste hole | Each | 50 | 45.25 | 2,262.5 |
| 94 | 400 mm dia piles | Metre | 1660 | 3,178 | 52,75,480 |
| 95 | 400 mm dia piles | Each | 166 | 2,433.8 | 4,04,010.8 |
| 96 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 5 | 1,302.3 | 6,511.5 |
| 97 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 5 | 1,309 | 6,545 |
| 98 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 5 | 1,309 | 6,545 |
| 99 | 100 mm nominal size dia | Metre | 120 | 1,258 | 1,50,960 |
| 100 | 100 mm dia | Each | 1 | 189.65 | 189.65 |
| 101 | 100 mm clamp | Each | 6 | 1,522.5 | 9,135 |
| 102 | 100 mm dia | Each | 1 | 228.25 | 228.25 |
| Schedule total | ₹3,57,78,450.84 | ||||
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