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Tender Value
₹12.6 Cr
EMD Value
₹7.8 L
Closing Date
7 Jan 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
DEN T
14 conditions · 2 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.
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. 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. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- Any Civil Engineering work.
32 conditions · 9 needing a document upload
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.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
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.
Please furnish documents in support of your claim to fulfill the eligibility criteria as mentioned in the tender documents. Each page of the copy of documents / certificates in support of credentials, submitted by the you, shall be self-attested / digitally signed by the you or authorized representative of the your firm. Only those documents which are declared explicitly by you as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating the offer or otherwise available in the offer.
Please furnish statement of deviations from tender conditions, if any.
Requisite documents proving technical eligibility criteria and financial eligibility criteria has been uploaded along with those required as per explanation given in clause 10 of IRGCC-2022 (Works Matter).
Tenderers who is/are not borne on the approved list of the contractors of North Central Railway shall submit along with his/their tender as per clause 11 of IRGCC-2022 (Works Matter), as applicable.
All requisite valid documents regarding constitution of business of the bidding firm should be submitted along with the tender as per clause 14 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP 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 sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate 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, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. Reference: para 15 of IRGCC-2022 (Works matter),otherwise their offer will be considered incomplete and shall not be considered.
Joint Venture firms, if applicable in the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 17 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Partnership firms, if bidding for the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 18 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority. If any Tax/Royalty/Octori is quoted extra, the same will neither be considered for evaluation of the tender nor will be paid. However any changes in rate of taxes or any new tax /cess on Works Contract will be dealt according to clause 37 of IRGCC-2022 (Works Matter).
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The tenderer for carrying any construction work in Uttar Pradesh must get themselves registered from the registering Officer under Section - 7 of the Building and Other Construction Workers Act, 1996 and rules made there-to by the Uttar Pradesh Govt. and submit certificate of Registration (Labour Department). For enactment of this Act, the tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from each bill.
The contractor(s) shall observe all the formalities, perform all the acts and abide by all the provisions contained in the Contract Labour Act-1970 and Contract Labour Central Rules, 1971 which in addition to other stipulations provides that the contractor(s) shall obtain license(s) from appropriate licensing officer of the area before commencement of the work and shall produce a copy thereof along with the original to the Railway office, which will be returned to the contractor after verification.
If any complaint is received against the contractor regarding violation of contract laws, (exposing Principal Employer to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure, apart from initiating criminal proceedings against him with the help of Labour department officials. (Authority: RB letter no.2008/E (LI)/AT/CNR/3, dated 24.01.2018).
It is the responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRGCC-2022 (works matter) is for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tenderer should quote accordingly.
The provision of Construction and Demolition Waste Management Rule 2016 issued by Ministry of Environment Forest and Climate Change dated 29.03.2016 and published in the Gazette of India, Part - II, Section -3, Sub-section (ii) are binding upon the Contractor. Contractor shall implement these provisions at worksites, for which no extra payment will be payable.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-A. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid.
It is to be noted that tenderer digital signature on the E-Tender form will be considered as confirmation that tenderer have read and accepted all the conditions laid down in the documents as well as related specification of items,schedule & quantity of items in the tender, consisting of techno-commercial offer form (including special conditions attached to E-Tender) and Financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The quantities shown in the attached Schedule are given as a guide and are approximate only and are as a guide to give the tenderer(s) an idea of quantum of work involved. Quantities are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the Schedule. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
In case of any information submitted by tenderer is found to be false forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Earnest Money Deposit besides banning of business for a period of upto two years. In case of any information submitted by tenderer is found to be false forged or incorrect after the award of contract, the contract shall be terminated. Earnest Money Deposit (EMD), Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto two years.
The tenderer has to submit necessary documents in compliance of clause 10 to 18 (Part-I) of IRGCC 2022 (Works matter) mandatorily, otherwise offer will be considered as Incomplete Offer and accordingly shall not be considered.
Shankargarh- Improvement of Shankargarh Goods Shed (Quarry siding) under DEN/Track/PRYJ.
8520252026-211~NCR
8520252026-211
Open
Works - General
6 Months
Prayagraj, Uttar Pradesh
₹0
₹7.8 L
7 Jan 2026
16 Dec 2025
24 Dec 2025
95 items across 2 schedules · ₹63,567.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Ordinary rock | cum 100 | — | 412.95 | 41,295 |
| 2 | Hard rock (blasting prohibited) | cum 112 | — | 1,184.3 | 1,32,641.6 |
| 3 | All kinds of soil. | cum 7000 | — | 286.85 | 20,07,950 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum 7000 | — | 253.95 | 17,77,650 |
| 5 | 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 14000 | — | 368.65 | 51,61,100 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm 5000 | — | 14.5 | 72,500 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 290 | — | 6,833.4 | 19,81,686 |
| 8 | 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 1794 | — | 6,670.25 | 1,19,66,428.5 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm 20 | — | 370.85 | 7,417 |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm 20 | — | 113.85 | 2,277 |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm 95 | — | 681.65 | 64,756.75 |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 600 | — | 8,364.2 | 50,18,520 |
| 13 | cum 30 | — | 10,719.3 | 3,21,579 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 5500 | — | 307.95 | 16,93,725 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm 120 | — | 766.55 | 91,986 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm 95 | — | 608.35 | 57,793.25 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm 10 | — | 814.95 | 8,149.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 120000 | — | 89.65 | 1,07,58,000 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 4500 | — | 89.65 | 4,03,425 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 2150 | — | 688.45 | 14,80,167.5 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 40 | — | 6,882 | 2,75,280 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 250 | — | 6,658.25 | 16,64,562.5 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 400 | — | 8,512.1 | 34,04,840 |
| 24 | 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 40 | — | 1,063.45 | 42,538 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 4 | — | 2,015.75 | 8,063 |
| 26 | Fixed to steel windows by welding | Kg 200 | — | 181 | 36,200 |
| 27 | With 2nd class teak wood beading 62X19 mm | Sqm 6 | — | 1,164.9 | 6,989.4 |
| 28 | 250x16 mm | Each 4 | — | 165.9 | 663.6 |
| 29 | 200x10 mm | Each 8 | — | 61.05 | 488.4 |
| 30 | 100 mm | Each 8 | — | 28.25 | 226 |
| 31 | Extruded section profile size 48x40 mm | Metre 10 | — | 232.55 | 2,325.5 |
| 32 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm 5 | — | 2,008.55 | 10,042.75 |
| 33 | 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 500 | — | 93.05 | 46,525 |
| 34 | 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 1500 | — | 111.95 | 1,67,925 |
| 35 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg 20 | — | 69.35 | 1,387 |
| 36 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each 4 | — | 185.2 | 740.8 |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 100 | — | 545 | 54,500 |
| 38 | Dark shade pigment using ordinary cement | Sqm 20 | — | 983.95 | 19,679 |
| 39 | Providing and fixing 1st quality ceramic glazed floor 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 18 | — | 938.5 | 16,893 |
| 40 | Size of Tile 600x600 mm | Sqm 60 | — | 1,416.65 | 84,999 |
| 41 | With residual type petroleum bitumen of grade VG -10 | Sqm 60 | — | 133.15 | 7,989 |
| 42 | In 75x75 mm deep chase | Metre 10 | — | 260.2 | 2,602 |
| 43 | 110 mm diameter | Metre 15 | — | 319.75 | 4,796.25 |
| 44 | 110 mm bend | Each 4 | — | 132 | 528 |
| 45 | 110 mm Shoe | Each 4 | — | 115.95 | 463.8 |
| 46 | 110 mm | Each 12 | — | 309.5 | 3,714 |
| 47 | 1:4 (1 cement: 4 coarse sand) | Sqm 500 | — | 307.25 | 1,53,625 |
| 48 | 1:3 (1 cement: 3 fine sand) | Sqm 50 | — | 374.15 | 18,707.5 |
| 49 | Neat cement punning. | Sqm 100 | — | 67.8 | 6,780 |
| 50 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 135 | — | 162.55 | 21,944.25 |
| 51 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm 1500 | — | 166.85 | 2,50,275 |
| 52 | Two or more coats on new work | Sqm 10 | — | 131.45 | 1,314.5 |
| 53 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm 1499 | — | 123.85 | 1,85,651.15 |
| 54 | 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 earthwith lead upto 50 metres. | Sqm 19500 | — | 180.5 | 35,19,750 |
| 55 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre 2000 | — | 179.5 | 3,59,000 |
| 57 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in- Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm 1506.09 depth per cm width per metre length | — | 4.7 | 7,078.62 |
| 58 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum 2600 | — | 2,658.1 | 69,11,060 |
| 59 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each 3 | — | 5,781.35 | 17,344.05 |
| 60 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each 3 | — | 5,268.85 | 15,806.55 |
| 61 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each 2 | — | 1,404 | 2,808 |
| 62 | 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 2 | — | 1,411.15 | 2,822.3 |
| 63 | Sand cast iron S&S pipe as per IS: 1729 | Metre 50 | — | 1,018.05 | 50,902.5 |
| 64 | 100 mm dia pipe | Each 70 | — | 163.45 | 11,441.5 |
| 65 | For 100 mm dia pipe | Each 8 | — | 308.45 | 2,467.6 |
| 66 | Sand cast iron S&S as per IS - 1729 | Each 8 | — | 412.95 | 3,303.6 |
| 67 | Sand cast iron S&S as per IS - 1729 | Each 4 | — | 392.9 | 1,571.6 |
| 68 | 15 mm dia nominal bore | Metre 130 | — | 304.15 | 39,539.5 |
| 69 | 20 mm dia nominal bore | Metre 50 | — | 373.35 | 18,667.5 |
| 70 | 15 mm dia nominal bore | Metre 50 | — | 267.5 | 13,375 |
| 71 | 20 mm dia nominal bore | Metre 150 | — | 315.35 | 47,302.5 |
| 72 | 50 mm dia nominal bore | Metre 300 | — | 654.2 | 1,96,260 |
| 73 | 80 mm dia nominal bore | Metre 750 | — | 919.1 | 6,89,325 |
| 74 | 15 mm nominal bore | Each 20 | — | 303.85 | 6,077 |
| 75 | 20 mm nominal bore | Each 10 | — | 327.95 | 3,279.5 |
| 76 | 20 mm nominal bore | Each 6 | — | 461.75 | 2,770.5 |
| 77 | 50 mm nominal bore | Each 4 | — | 878.25 | 3,513 |
| 78 | 80 mm nominal bore | Each 4 | — | 2,227.6 | 8,910.4 |
| 79 | 15 mm nominal bore | Each 2 | — | 348.85 | 697.7 |
| 80 | 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 |
| 81 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each 10 | — | 109.85 | 1,098.5 |
| 82 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each 10 | — | 143.3 | 1,433 |
| 83 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each 10 | — | 96.45 | 964.5 |
| 84 | 125 mm nominal dia with 25 mm waste hole | Each 6 | — | 45.25 | 271.5 |
| 85 | 300 mm dia. R.C.C. pipe | Metre 80 | — | 902.05 | 72,164 |
| 86 | 300 mm dia | Metre 20 | — | 592.05 | 11,841 |
| 87 | 300 mm dia | Metre 80 | — | 1,416.3 | 1,13,304 |
| 88 | 300 mm dia | Metre 60 | — | 1,561.7 | 93,702 |
| 89 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum 7 | — | 1,479.25 | 10,354.75 |
| 90 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre 90 | — | 2,082.1 | 1,87,389 |
| 91 | 200 mm nominal size dia | Metre 60 | — | 2,194.85 | 1,31,691 |
| 92 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in- charge. | Hour 40 | — | 916.8 | 36,672 |
| 93 | 200 mm dia | Each 1 | — | 308.55 | 308.55 |
| 80.00 | — | 794.59 | 63,567.2 | ||
| Schedule total | ₹63,567.2 | ||||
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