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Tender Value
₹10.0 Cr
EMD Value
₹20.0 L
Closing Date
5 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORK2
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 (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.(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 :- Construction of Building on framed RCC structure.
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.
1) Provision of Gang hut for Gang/Trackmen in the jurisdiction of ADEN/FGR. 2) Development of infrastructure facilities for storage of welding portion, its consumables and equipment under ADEN/FGR jurisdiction. 3) Provision of 12 TYPE - II Quarters at Farrukhabad station area of IZN Division. 4) Provision of RPF Barrack (20 bed) at FBD in IZN Division.
NER-IZN-2026-147~NER
NER-IZN-2026-147
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹20.0 L
8 Sept 2026
8 Sept 2026
21 Sept 2026
143 items across 4 schedules · ₹9,98,82,217.14 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum- km | 15455.75 | 19.35 | 2,99,068.76 |
| 2 | Beyond 10 km upto 20 km per km | cum- km | 12161.5 | 15.78 | 1,91,908.47 |
| 3 | All kinds of soil | cum | 3011.06 | 205.45 | 6,18,622.28 |
| 4 | All kinds of soil. | cum | 243 | 286.85 | 69,704.55 |
| 5 | 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 | 292.5 | 253.95 | 74,280.38 |
| 6 | 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 | 3422.65 | 368.65 | 12,61,759.92 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 258.31 | 2,161.2 | 5,58,259.57 |
| 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 | 114 | 7,783.65 | 8,87,336.1 |
| 9 | 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 | 148.94 | 6,833.4 | 10,17,766.6 |
| 10 | 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 | 362.88 | 6,326.05 | 22,95,597.02 |
| 11 | 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 | 17.1 | 9,375.2 | 1,60,315.92 |
| 12 | 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 | 390.2 | 370.85 | 1,44,705.67 |
| 13 | 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 | 209.35 | 8,364.2 | 17,51,029.38 |
| 14 | 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 | 63.92 | 10,185.05 | 6,50,998.86 |
| 15 | cum | 474.29 | 10,719.3 | 50,84,056.8 | |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1609.59 | 307.95 | 4,95,673.24 |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 840 | 669.55 | 5,62,422 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3109.93 | 766.55 | 23,83,916.84 |
| 19 | Shelves (Cast in situ) | Sqm | 148 | 766.55 | 1,13,449.4 |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 2592.78 | 608.35 | 15,77,317.71 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2031.85 | 804.25 | 16,34,115.36 |
| 22 | Stairs, (excluding landings) except spiral- staircases | Sqm | 105.3 | 657.75 | 69,261.08 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 520.7 | 8,683.8 | 45,21,654.66 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 274.86 | 10,306.2 | 28,32,762.13 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 62.1 | 6,882 | 4,27,372.2 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 508.8 | 6,658.25 | 33,87,717.6 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1276.63 | 8,288.35 | 1,05,81,156.26 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 622.06 | 1,018.05 | 6,33,288.18 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 5 | 4,679.35 | 23,396.75 |
| 30 | Granite work | Metre | 329.93 | 418.85 | 1,38,191.18 |
| 31 | 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 | 980.82 | 1,063.45 | 10,43,053.03 |
| 32 | Sal wood | cum | 6.57 | 1,06,720.85 | 7,01,155.98 |
| 33 | 30 mm thick shutters | Sqm | 24.36 | 2,976.4 | 72,505.1 |
| 34 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 58.01 | 3,086.1 | 1,79,024.66 |
| 35 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 90 | 2,015.75 | 1,81,417.5 |
| 36 | Second class teak wood | Sqm | 53.63 | 3,863.65 | 2,07,188.23 |
| 37 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4368.75 | 197.7 | 8,63,701.88 |
| 38 | 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 20mm nominal size). | Each | 846 | 194.35 | 1,64,420.1 |
| 39 | 300x16 mm | Each | 140 | 180.55 | 25,277 |
| 40 | 125x64x1.90 mm | Each | 334 | 95.5 | 31,897 |
| 41 | 100X58X1.90 mm | Each | 282 | 86.15 | 24,294.3 |
| 42 | 200x10 mm | Each | 129 | 300.55 | 38,770.95 |
| 43 | 100x10 mm | Each | 249 | 160.3 | 39,914.7 |
| 44 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 90 | 109.6 | 9,864 |
| 45 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 36 | 856.3 | 30,826.8 |
| 46 | 125 mm | Each | 232 | 226.5 | 52,548 |
| 47 | 100 mm | Each | 185 | 199.2 | 36,852 |
| 48 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 31.5 | 3,496.75 | 1,10,147.63 |
| 49 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (+/- 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (+/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in- charge. | Metre | 195 | 611.2 | 1,19,184 |
| 50 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (+/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (+/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. | Sqm | 67.2 | 3,954.15 | 2,65,718.88 |
| 51 | 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 | 105.84 | 10,030.3 | 10,61,606.95 |
| 52 | 18 mm thick | Sqm | 770 | 1,215.75 | 9,36,127.5 |
| 53 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer- in-charge. | Sqm | 525 | 902.55 | 4,73,838.75 |
| 54 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 144.5 | 2,563.75 | 3,70,461.88 |
| 55 | 200 mm | Each | 236 | 153.15 | 36,143.4 |
| 56 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 419 | 226.75 | 95,008.25 |
| 57 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | Set | 178 | 749.7 | 1,33,446.6 |
| 58 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 335 | 423.7 | 1,41,939.5 |
| 59 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 1320 | 38.45 | 50,754 |
| 60 | 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 | 16000 | 111.95 | 17,91,200 |
| 61 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 22.05 | 2,868.3 | 63,246.02 |
| 62 | Providing and fixing ball bearing for rolling shutters. | Each | 10 | 424.2 | 4,242 |
| 63 | 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 | 840 | 146.55 | 1,23,102 |
| 64 | Hot finished welded type tubes | Kg | 16000 | 154.9 | 24,78,400 |
| 65 | 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 | 1460 | 612.25 | 8,93,885 |
| 66 | 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 | 1125 | 733.3 | 8,24,962.5 |
| 67 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 346.75 | 545 | 1,88,978.75 |
| 68 | Size of Tile 600 x 1200 mm | Sqm | 2653.75 | 1,407.05 | 37,33,958.94 |
| 69 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 239.18 | 3,908.8 | 9,34,906.78 |
| 70 | 110 mm diameter | Metre | 234 | 319.75 | 74,821.5 |
| 71 | 110 mm bend | Each | 45 | 132 | 5,940 |
| 72 | 110 mm Shoe | Each | 45 | 115.95 | 5,217.75 |
| 73 | 110 mm | Each | 174 | 309.5 | 53,853 |
| 74 | 1:6 (1 cement: 6 coarse sand) | Sqm | 9733.37 | 294.35 | 28,65,017.46 |
| 75 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4649.88 | 339.1 | 15,76,774.31 |
| 76 | 1:4 (1 cement: 4 fine sand) | Sqm | 498 | 361.3 | 1,79,927.4 |
| 77 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5517.62 | 214.3 | 11,82,425.97 |
| 78 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 8329.62 | 162.55 | 13,53,979.73 |
| 79 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1575 | 97.6 | 1,53,720 |
| 80 | 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 | 4649.87 | 166.85 | 7,75,830.81 |
| 81 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 800 | 144.9 | 1,15,920 |
| 82 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 568.75 | 140.05 | 79,653.44 |
| 83 | 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 | 4292 | 123.85 | 5,31,564.2 |
| 84 | 53 mm to 22.4 mm size stone aggregate | cum | 281.25 | 1,837.25 | 5,16,726.56 |
| 85 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 281.25 | 865.8 | 2,43,506.25 |
| 86 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 1142.86 | 179.5 | 2,05,143.37 |
| 87 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 1125 | 248 | 2,79,000 |
| 88 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 1875 | 11.6 | 21,750 |
| 89 | With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 | Sqm | 2625 | 235.45 | 6,18,056.25 |
| 90 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1125 | 414.2 | 4,65,975 |
| 91 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1875 | 79.85 | 1,49,718.75 |
| 92 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 93 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,941.3 | 1,38,826 |
| 94 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 25 | 2,275 | 56,875 |
| 95 | 510x1040 mm bowl depth 250 mm | Each | 15 | 6,008.45 | 90,126.75 |
| 96 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 15 | 6,119.15 | 91,787.25 |
| 97 | Rectangular shape 453x357 mm | Each | 25 | 1,158.95 | 28,973.75 |
| 98 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 17 | 942.15 | 16,016.55 |
| 99 | C.P. brass | Each | 15 | 680.8 | 10,212 |
| 100 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 130 | 1,077.4 | 1,40,062 |
| 101 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 32.5 | 1,042.1 | 33,868.25 |
| 102 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 597.6 | 15,537.6 |
| 103 | Sand cast iron S&S as per IS- 3989 | Each | 13 | 453.4 | 5,894.2 |
| 104 | Sand cast iron S&S as per IS - 3989 | Each | 26 | 731.4 | 19,016.4 |
| 105 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 15 | 573.6 | 8,604 |
| 106 | 3240 (40 mm OD ) pipe | Metre | 25 | 646.2 | 16,155 |
| 107 | 4050 (50 mm OD ) pipe | Metre | 50 | 785.35 | 39,267.5 |
| 108 | 15 mm nominal dia Pipes | Metre | 950 | 441.15 | 4,19,092.5 |
| 109 | 20 mm nominal dia Pipes | Metre | 525 | 513.75 | 2,69,718.75 |
| 110 | 20 mm dia nominal bore | Metre | 15 | 373.35 | 5,600.25 |
| 111 | 65 mm dia nominal bore | Metre | 931.56 | 768.6 | 7,15,997.02 |
| 112 | 15 mm nominal bore | Each | 44 | 303.85 | 13,369.4 |
| 113 | 20 mm nominal bore | Each | 10 | 327.95 | 3,279.5 |
| 114 | 20 mm nominal bore | Each | 25 | 327.95 | 8,198.75 |
| 115 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 116 | 20 mm nominal bore | Each | 20 | 397.45 | 7,949 |
| 117 | 150 mm diameter | Each | 15 | 190.1 | 2,851.5 |
| 118 | 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 | 14750 | 9.7 | 1,43,075 |
| 119 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 120 | 15 mm nominal bore | Each | 27 | 708.4 | 19,126.8 |
| 121 | 15mm nominal bore | Each | 76 | 500.35 | 38,026.6 |
| 122 | 150 mm diameter | Metre | 230 | 591.4 | 1,36,022 |
| 123 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 37 | 11,687.1 | 4,32,422.7 |
| 124 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 13 | 2,723.65 | 35,407.45 |
| 125 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 60 | 516.6 | 30,996 |
| 126 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. | Sqm | 1675 | 585.55 | 9,80,796.25 |
| Schedule total | ₹7,84,42,295.6 | ||||
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