Loading
Loading…
Loading…
Tender Value
₹10.1 Cr
EMD Value
₹6.5 L
Closing Date
1 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Deposit Work
WORK1
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-C, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.(As per Railway Board letter no. 2022/CE-I/CT/GCC-2022/Policy, dated 14-07-2022)
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 : Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. [As per Annexure -B attached in tender document] (Full details para 10.1 in tender documents)
Defination of Similar Work :- Any Civil Engineering Works
42 conditions · 9 needing a document upload
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 submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, GST, PAN Number, Adhar Number, Mobile Number and e-mail address.
Please furnish list of personnel, organization available on hand and proposed to be engaged for the subject work. [As per Annexure -D attached in tender document]
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.[As per Annexure - E attached in tender document]
Please furnish list of Works completed in last Seven years (Ending last day of month previous to the one in which tender is invited) giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given. [As per Annexure F attached in tender document]
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. [As per Annexure -G attached in tender document]
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-V(A). In case of other than Company/Proprietary firm, Annexure -V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF/Limited Liability Partnership (LLP) etc, as the case may be. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document. [As per Annexure-V(A) attached in tender document].
Upload Scanned receipt copy of payment of Bid Security through net banking or payment gateway or in case of submission of Bid Security in the form of Bank Guarantee. Full details para 5.0 of GCC-April 2022.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
Tenderer has to submit latest partnership deed with an affidavit that above partnership deed is correct in all respect and is latest [As per Annexure-L attached in tender document].
The Bid Security deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches up to 5 percent of the value including Bid Security.
The Railway Reserve the right to accept in whole or in part or reject any tender or all tenders without assigning any reason for such action. Rate should not be quoted for part quantity.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The information's should only be submitted in these standard formats.
Rates are inclusive of all taxes/royalty charges etc. legally leviable by State, Central Govt. or any other local authority.
Goods and Services Tax (GST) will be recovered as per extant instruction on the subject.
Performance Guarantee :-(a)The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
(b)The successful bidder shall submit the Performance Guarantee (PG) in any of the following forms, amounting to 5% of the original contract value: (i)A deposit of Cash; (ii) Irrevocable Bank Guarantee; (iii) Government Securities including State Loan Bonds at 5% below the market value; (iv) Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi) Deposit in the Post Office Saving Bank; (vii) Deposit in the National Savings Certificates; (viii)Twelve years National Defence Certificates; (ix) Ten years Defence Deposits; (x)National Defence Bonds and (xi) Unit Trust Certificates at 5% below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO, NER (free from any encumbrance) may be accepted.
The tenderer shall upload scanned copies of mandatory credentials such as experience, Payment Certificates and any other documents as applicable.
Offer submission period :- Fifteen days prior to opening of tender, during which tenderers can submit their offer.
(a)One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. (b)One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para (a) and (b) above respectively. The decision of the Engineer-in-charge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the concerned authorities by issuing Bank under registered Post A.D
(1) Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. The conditions will be follow with up-to-date correction slips (As per Railway Board letter no. 2022/CE-I/CT/GCC-2022/Policy, dated 14-07-2022). (2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No.2013/CE/I/CT/O/10-PVC-Pt.I DT. 27.01.2015. (3) Price Variation Clause shall be applicable accordingly attached document.
(a)(i)Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Care in Submission of Tenders :
(a)(i)Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
(a)(ii)Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. & as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
(a)(iii)The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority.
(a)(iv)In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
(b)When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf.
(c)The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Balance Works of construction of yard drains, Quarter work at level crossings, Chain Link Fencing work in Forest area, Boundary wall construction at approach of Puranpur station, LHS repair for prevention of waterlogging and Cess repair at isolated locations in connection with left over works of Gauge Conversion Works in the PBE-MLN Section of IZN division.
NER-IZN-2026-31
NER-IZN-2026-31
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹6.5 L
1 Apr 2026
9 Mar 2026
18 Mar 2026
112 items across 4 schedules · ₹10,10,00,031.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 7270 | 286.85 | 20,85,399.5 |
| 2 | 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 | 607.2 | 253.95 | 1,54,198.44 |
| 3 | 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 | 677.4 | 7,783.65 | 52,72,644.51 |
| 4 | 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 | 400 | 7,365.15 | 29,46,060 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone- I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 40 | 6,833.4 | 2,73,336 |
| 6 | 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 | 190 | 6,670.25 | 12,67,347.5 |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone- III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 102 | 6,326.05 | 6,45,257.1 |
| 8 | 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 | 2113.04 | 9,793.75 | 2,06,94,585.5 |
| 9 | Foundations, footings, bases for columns | Sqm | 1440 | 307.95 | 4,43,448 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 16503 | 669.55 | 1,10,49,583.65 |
| 11 | 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 | 60 | 452.25 | 27,135 |
| 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 | 30 | 8,364.2 | 2,50,926 |
| 13 | cum | 72 | 10,719.3 | 7,71,789.6 | |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 375 | 766.55 | 2,87,456.25 |
| 15 | Shelves (Cast in situ) | Sqm | 150 | 766.55 | 1,14,982.5 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 225 | 608.35 | 1,36,878.75 |
| 17 | Under 20 cm wide | Metre | 210 | 181.9 | 38,199 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 198 | 8,825.35 | 17,47,419.3 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 674 | 6,658.25 | 44,87,660.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 385 | 8,288.35 | 31,91,014.75 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 60 | 1,018.05 | 61,083 |
| 22 | 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 | 90 | 1,063.45 | 95,710.5 |
| 23 | Sal wood | cum | .6 | 1,06,720.85 | 64,032.51 |
| 24 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 17.5 | 2,231.2 | 39,046 |
| 25 | 35 mm thick | Sqm | 12 | 3,951.85 | 47,422.2 |
| 26 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick. (weight not less than 10 kg per sqm) | Sqm | 6 | 275.6 | 1,653.6 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 65 | 2,015.75 | 1,31,023.75 |
| 28 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 17.5 | 1,830 | 32,025 |
| 29 | Fixed to steel windows by welding | Kg | 750 | 181 | 1,35,750 |
| 30 | 300x16 mm | Each | 30 | 180.55 | 5,416.5 |
| 31 | 250x10 mm | Each | 30 | 74.65 | 2,239.5 |
| 32 | 150x10 mm | Each | 15 | 75.55 | 1,133.25 |
| 33 | 125 mm | Each | 130 | 60.05 | 7,806.5 |
| 34 | 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 | 60 | 408.25 | 24,495 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 17.5 | 2,455.1 | 42,964.25 |
| 36 | 1.0 mm thick | Sqm | 125 | 764 | 95,500 |
| 37 | Kiln seasoned selected class of sheesham wood | Sqm | 15 | 4,035.75 | 60,536.25 |
| 38 | 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 | 22500 | 93.05 | 20,93,625 |
| 39 | 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 | 2000 | 111.95 | 2,23,900 |
| 40 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 34 | 4,615.15 | 1,56,915.1 |
| 41 | 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 | 22 | 185.2 | 4,074.4 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 315 | 142.3 | 44,824.5 |
| 43 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 600 | 612.25 | 3,67,350 |
| 44 | 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 | 900 | 733.3 | 6,59,970 |
| 45 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 2362.5 | 545 | 12,87,562.5 |
| 46 | Light shade pigment using white cement | Sqm | 48 | 1,233.05 | 59,186.4 |
| 47 | Size of Tile 600x600 mm | Sqm | 1320 | 1,416.65 | 18,69,978 |
| 48 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 625 | 2,677.9 | 16,73,687.5 |
| 49 | 75 mm diameter | Metre | 1380 | 213 | 2,93,940 |
| 50 | 110 mm diameter | Metre | 126 | 319.75 | 40,288.5 |
| 51 | 110 mm bend | Each | 37 | 132 | 4,884 |
| 52 | 110 mm Shoe | Each | 15 | 115.95 | 1,739.25 |
| 53 | 110 mm | Each | 44 | 309.5 | 13,618 |
| 54 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 20 | 671.55 | 13,431 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 1980 | 282 | 5,58,360 |
| 56 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4025 | 294.35 | 11,84,758.75 |
| 57 | 12 mm cement plaster | Sqm | 90 | 386.55 | 34,789.5 |
| 58 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2550 | 162.55 | 4,14,502.5 |
| 59 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1200 | 162.35 | 1,94,820 |
| 60 | Two or more coats on new work | Sqm | 90 | 131.45 | 11,830.5 |
| 61 | 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 | 3050 | 123.85 | 3,77,742.5 |
| 62 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 500 | 111.6 | 55,800 |
| 63 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 64 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 10 | 219.35 | 2,193.5 |
| 65 | Made of G.I. wire of dia 4 mm | Sqm | 7650 | 859.5 | 65,75,175 |
| 66 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 8 | 1,679.6 | 13,436.8 |
| 67 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 5 | 1,913.75 | 9,568.75 |
| 68 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 8 | 1,500.05 | 12,000.4 |
| 69 | Orissa pattern W.C. pan of size 580x440 mm | Each | 16 | 2,758.2 | 44,131.2 |
| 70 | 10 litre capacity - White | Each | 16 | 1,023.05 | 16,368.8 |
| 71 | 32 mm dia | Each | 8 | 104.35 | 834.8 |
| 72 | 15 mm dia nominal bore | Metre | 62.5 | 304.15 | 19,009.38 |
| 73 | 15 mm dia nominal bore | Metre | 72 | 485.2 | 34,934.4 |
| 74 | 20 mm dia nominal bore | Metre | 120 | 541.1 | 64,932 |
| 75 | 32 mm dia nominal bore | Metre | 54 | 457.7 | 24,715.8 |
| 76 | 40 mm dia nominal bore | Metre | 50 | 558.35 | 27,917.5 |
| 77 | 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 | 3000 | 9.7 | 29,100 |
| 78 | 15 mm nominal bore | Each | 22 | 434.2 | 9,552.4 |
| 79 | 15mm nominal bore | Each | 15 | 500.35 | 7,505.25 |
| 80 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 43 | 96.45 | 4,147.35 |
| 81 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 8 | 223.5 | 1,788 |
| 82 | 15 mm nominal bore with 45 cm length | Each | 15 | 107.9 | 1,618.5 |
| 83 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212- 3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Kg | 715 | 332.4 | 2,37,666 |
| 84 | 300 mm dia | Metre | 270 | 592.05 | 1,59,853.5 |
| 85 | 200 mm nominal size dia | Metre | 180 | 951.95 | 1,71,351 |
| 86 | 200 mm nominal size dia | Metre | 36 | 1,099.25 | 39,573 |
| 87 | 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 | 60 | 1,479.25 | 88,755 |
| 88 | 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 | 180 | 916.8 | 1,65,024 |
| 89 | 200 mm clamp | Each | 4 | 1,827 | 7,308 |
| 90 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 105 | 390.45 | 40,997.25 |
| 91 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 210 | 793.25 | 1,66,582.5 |
| Schedule total | ₹7,63,70,848.64 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
ConditionofContract2022-new.pdf
ATTACHMENT
GCC-2022-UpdatedACS10_merged.pdf
ATTACHMENT
SpecialconditionforPowerofAttorney.pdf
ATTACHMENT
TrackConditionnew.pdf
ATTACHMENT
HQJPO_Digginginthevicinityofcable_20.05.24.pdf cable cutting condition
ATTACHMENT
HQJPO_Digginginthevicinityofcable_20.05.24.pdf
ATTACHMENT
ACC11-Dated13-03-26-GCC2022.pdf
CORRIGENDUM
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .