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Tender Value
₹19.6 Cr
EMD Value
₹39.2 L
Closing Date
15 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Station Development
CON/ RSP
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-2 of Chapter-3, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. [Full details as per Para 10.2 of Tender Document]
The tenderer must have successfully completed or substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. [Full details as per Para 10.1 of the Tender Document]
Defination of Similar Work :- Execution of any Civil Engineering work
41 conditions · 6 needing a document upload
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
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.
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 furnish list of Works completed in last three financial years 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.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
System of verification of Tenderer's credentials: (a)The tenderer shall submit along with the tender document, documents in support of his/their claim to fulfil the eligibility criteria as mentioned in the tender document. Each page of the copy of documents/certificates in support of credentials submitted by the tenderer shall be self attested/ digitally signed by the tenderer or authorized representative of the tendering firm. Self- attestation shall include signature, stamp and date (on each page). Only those documents which are declared explicitly by the tenderer as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating his/their tender.
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.
The earnest money 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 upto 5 percent of the value including earnest money.
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. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
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) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
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-incharge 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.
Care in Submission of Tenders :
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 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.
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 states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and 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.
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.
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.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
Additional works at ABSS: Varanasi City, Gazipur City, Belthara Road, Salempur, Bhatni and Deoria Sadar Railway Station of Varanasi Division, N.E. Railway under Amrit Bharat Station Scheme.
NER-BSB-RSP-2026-06
NER-BSB-RSP-2026-06
Open
Works - General
6 Months
Gorakhpur, Uttar Pradesh
₹0
₹39.2 L
15 May 2026
23 Apr 2026
1 May 2026
130 items across 3 schedules · ₹4,89,19,743.19 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1200 | 205.45 | 2,46,540 |
| 2 | All kinds of soil. | cum | 1321.73 | 286.85 | 3,79,138.25 |
| 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 | 1054.52 | 368.65 | 3,88,748.8 |
| 4 | All kinds of soil | cum | 1027.06 | 104.5 | 1,07,327.77 |
| 5 | 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 | 107 | 7,783.65 | 8,32,850.55 |
| 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 | 242.16 | 7,365.15 | 17,83,544.72 |
| 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 | 111.89 | 6,670.25 | 7,46,334.27 |
| 8 | 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 | 300.04 | 6,326.05 | 18,98,068.04 |
| 9 | Foundations, footings, bases for columns | Sqm | 297.5 | 307.95 | 91,615.13 |
| 10 | 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 | 363.52 | 370.85 | 1,34,811.39 |
| 11 | 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 | 246.79 | 8,364.2 | 20,64,200.92 |
| 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 | 203.63 | 10,185.05 | 20,73,981.73 |
| 13 | cum | 280.75 | 10,719.3 | 30,09,443.48 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1215.25 | 307.95 | 3,74,236.24 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1060 | 669.55 | 7,09,723 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1938.39 | 766.55 | 14,85,872.85 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1702.49 | 608.35 | 10,35,709.79 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 904 | 804.25 | 7,27,042 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 476.89 | 6,882 | 32,81,956.98 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 291.43 | 6,658.25 | 19,40,413.8 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 871.04 | 8,288.35 | 72,19,484.38 |
| 22 | Sqm | 63.96 | 819.15 | 52,392.83 | |
| 23 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 120 | 1,018.05 | 1,22,166 |
| 24 | Fastener with threaded dia 10 mm | Each | 120 | 33.8 | 4,056 |
| 25 | 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 | 704.2 | 1,063.45 | 7,48,881.49 |
| 26 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 122.5 | 4,474.2 | 5,48,089.5 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 184 | 2,015.75 | 3,70,898 |
| 28 | Fixed to steel windows by welding | Kg | 2000 | 181 | 3,62,000 |
| 29 | 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 | 246 | 194.35 | 47,810.1 |
| 30 | 125x65x2.12 mm | Each | 348 | 48 | 16,704 |
| 31 | 300x16 mm | Each | 54 | 260.3 | 14,056.2 |
| 32 | 300x10 mm | Each | 27 | 117.65 | 3,176.55 |
| 33 | 125 mm | Each | 54 | 60.05 | 3,242.7 |
| 34 | Twin rubber stopper | Each | 27 | 62.25 | 1,680.75 |
| 35 | 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 | 64.62 | 2,612.2 | 1,68,800.36 |
| 36 | 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 | 210.45 | 408.25 | 85,916.21 |
| 37 | 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 | 2860 | 93.05 | 2,66,123 |
| 38 | 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 | 198450 | 111.95 | 2,22,16,477.5 |
| 39 | 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 | 35 | 9,397.35 | 3,28,907.25 |
| 40 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 12 | 185.95 | 2,231.4 |
| 41 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4757.9 | 88.5 | 4,21,074.15 |
| 42 | 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 | 8400 | 612.25 | 51,42,900 |
| 43 | 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 | 3792.39 | 733.3 | 27,80,959.59 |
| 44 | Ordinary cement without any pigment | Sqm | 210 | 1,185.3 | 2,48,913 |
| 45 | 25 mm thick | Sqm | 2000 | 1,706.6 | 34,13,200 |
| 46 | 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 | 88 | 935.6 | 82,332.8 |
| 47 | Size of Tile 600x600 mm | Sqm | 1200 | 1,416.65 | 16,99,980 |
| 48 | Size of Tile 1000x1000 mm | Sqm | 158.01 | 2,551.95 | 4,03,233.62 |
| 49 | Size of Tile 600x600 mm | Sqm | 360 | 1,676.15 | 6,03,414 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 385 | 3,908.8 | 15,04,888 |
| 51 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre | 824 | 77 | 63,448 |
| 52 | 100 mm diameter | Each | 72 | 308.45 | 22,208.4 |
| 53 | 110 mm diameter | Metre | 585 | 319.75 | 1,87,053.75 |
| 54 | 110 mm | Each | 75 | 119.95 | 8,996.25 |
| 55 | 110 mm bend | Each | 120 | 132 | 15,840 |
| 56 | 110 mm Shoe | Each | 120 | 115.95 | 13,914 |
| 57 | 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 | 7540 | 671.55 | 50,63,487 |
| 58 | Ridges plain (500 - 600mm) | Metre | 122.5 | 450.6 | 55,198.5 |
| 59 | Gutter (600 mm over all girth) | Metre | 716 | 1,110.6 | 7,95,189.6 |
| 60 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1209.87 | 307.25 | 3,71,732.56 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | 6715.34 | 294.35 | 19,76,660.33 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 235.86 | 253.05 | 59,684.37 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1075.5 | 214.3 | 2,30,479.65 |
| 64 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2250 | 162.55 | 3,65,737.5 |
| 65 | Two or more coats on new work | Sqm | 946.59 | 92.75 | 87,796.22 |
| 66 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 4462.02 | 97.6 | 4,35,493.15 |
| 67 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 404.61 | 245 | 99,129.45 |
| 68 | 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 | 120 | 144.9 | 17,388 |
| 69 | Two or more coats on new work | Sqm | 1075 | 137.85 | 1,48,188.75 |
| 70 | Two or more coats on new work | Sqm | 10425 | 121.45 | 12,66,116.25 |
| 71 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 1816.69 | 2,007.1 | 36,46,278.5 |
| 72 | For thickness of tiles 10 mm to 25 mm | Sqm | 9000 | 60.5 | 5,44,500 |
| 73 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 12371.68 | 93.4 | 11,55,514.91 |
| 74 | 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 | 2200 | 180.5 | 3,97,100 |
| 75 | 63 mm to 45 mm size stone aggregate | cum | 200 | 1,624.5 | 3,24,900 |
| 76 | 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 | 200 | 865.8 | 1,73,160 |
| 77 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 2050 | 8,277.55 | 1,69,68,977.5 |
| 78 | With granite stone of area less than 0.50 sqm. | Sqm | 7218 | 4,115.8 | 2,97,07,844.4 |
| 79 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 400 | 932.35 | 3,72,940 |
| 80 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 300 | 1,011.2 | 3,03,360 |
| 81 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 32 | 5,781.35 | 1,85,003.2 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 5,540.55 | 1,32,973.2 |
| 83 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,941.3 | 69,413 |
| 84 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 30 | 5,268.85 | 1,58,065.5 |
| 85 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 24 | 2,040.85 | 48,980.4 |
| 86 | 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 | 24 | 1,411.15 | 33,867.6 |
| 87 | 15 mm nominal dia Pipes | Metre | 75 | 441.15 | 33,086.25 |
| 88 | 20 mm nominal dia Pipes | Metre | 60 | 513.75 | 30,825 |
| 89 | 25 mm nominal dia Pipes | Metre | 125 | 626.05 | 78,256.25 |
| 90 | 32 mm nominal dia Pipes | Metre | 75 | 712.75 | 53,456.25 |
| 91 | 15 mm nominal dia Pipes | Metre | 200 | 221.35 | 44,270 |
| 92 | 20 mm nominal dia Pipes | Metre | 150 | 275.25 | 41,287.5 |
| 93 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 94 | 50 mm nominal dia Pipes | Metre | 100 | 811.85 | 81,185 |
| 95 | 80 mm nominal dia Pipes | Metre | 350 | 1,990.4 | 6,96,640 |
| 96 | 15 mm dia nominal bore | Metre | 480 | 304.15 | 1,45,992 |
| 97 | 25 mm dia nominal bore | Metre | 240 | 491.2 | 1,17,888 |
| 98 | 40 mm dia nominal bore | Metre | 48 | 725.15 | 34,807.2 |
| 99 | 15 mm nominal bore | Each | 79 | 303.85 | 24,004.15 |
| 100 | 15 mm nominal bore | Each | 44 | 303.85 | 13,369.4 |
| 101 | 25 mm nominal bore | Each | 24 | 532.35 | 12,776.4 |
| 102 | 50 mm nominal bore | Each | 24 | 878.25 | 21,078 |
| 103 | 15 mm nominal bore | Each | 15 | 85.2 | 1,278 |
| 104 | 150 mm diameter | Each | 24 | 190.1 | 4,562.4 |
| 105 | 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 | 27000 | 9.7 | 2,61,900 |
| 106 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 109.85 | 5,492.5 |
| 107 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1680 | 433.95 | 7,29,036 |
| 108 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 360 | 1,019.8 | 3,67,128 |
| 109 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 3000 | 560.85 | 16,82,550 |
| 110 | Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in- charge. | Sqm | 75 | 3,375.5 | 2,53,162.5 |
| 111 | 12mm thickness | Sqm | 160 | 4,869.9 | 7,79,184 |
| 112 | 12mm thickness | Sqm | 187 | 5,095.05 | 9,52,774.35 |
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