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Tender Value
₹93.1 Cr
EMD Value
₹1.9 Cr
Closing Date
7 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
Capital (Works)
Above/Below/Par
WORKS
14 conditions · 2 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less crores; 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 tenderer(s) shall submit requisite information as per Annexure-VIII, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheets.
(a) The tenderer must have successfully completed/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. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed/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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, or a One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than Rs. 2 crore each. The tenderer shall submit the completion certificate as per proforma given in Annexure-IV-A or IV-B or IV-C as applicable or in the format containing all information as required as per the Annexure-IV-A or IV-B or IV-C. Note :- Criteria for the completed work/substantially completed has been given in the General Instructions in the Standard Tender Document.
Defination of Similar Work :- Any civil engineering work involving fabrication and erection of Pre-Engineered Building (PEB) of minimum quantity of 500 MT
66 conditions · 11 needing a document upload
In case the tenderer is (iii) Labour Cooperative Societies - shall deposit only 50% of the Earnest Money Deposit and shall submit certified copy of the registration/ Valid document issued by the relevant Ministry/ Labour commission (mandatory if applicable).
In case the tenderer is (i)Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' - shall be exempted from payment of Bid security deposit and shall submit certified copy of the registration/ Valid document issued by DIPP (mandatory if applicable)
"Mandatory in case Bid security amount is prescribed in STD Para 5.1.2 - The Bid Security shall be deposited in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- XXXII and shall be valid for a period of 90days beyond the bid validity period. "
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 initial e-Reverse Auction ( e-RA) period as mentioed in the Clause no. 26.1 (b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority . (Applicable to the works and service tenders of value more than Rs. 50 crore.)
The auto extension period as mentioed in the Clause no. 26..1(b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority .(Applicable to the works and service tenders of value more than Rs. 50 crore.)
The Minimum Increment as mentioed in the Clause no. 26.1 (b), Annexure C, Para 2 of the "GENERAL INSTRUCTIONS" of Tender Document will be as per railway board guidelines or as approved by Tender accepting authority . (Applicable to the works and service tenders of value more than Rs.50 crore.)
I/We have read the various conditions to tender attached here to and agree to abide by the said conditions. I/We also agree to keep this tender open for acceptance for a period as mentioned in NIT header from the date fixed for opening the same and in default thereof, I/We will be liable for forfeiture of my/our "Bid security". I/We offer to do the work for North Western Railway, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within time period as mentioned in the NIT Header from the date of issue of letter of acceptance of the tender.
I/We also hereby agree to abide by the General Conditions of Contract-2022 corrected up- to- date and to carry out the work according to the Special Conditions of Contract and Indian Railways Unified Standard Specifications (Materials and Works) 2021 as corrected up-to-date, Unified Standard Schedule of Rates of North-Western Railway - 2021 as corrected up-to-date & C P W D DSR-2021 and Specification 2019 (for the present contract)
T.No.JU/Const./T-04-R-2025-26-BGKT-PH-II - Development of Maintenance infrastructure (Civil, Mechanical) involving construction of PEB structures for Workshops, Training school and other ancillary works in connection with maintenance cum workshop depot for Vande Bharat Sleeper trains at Bhagat Ki Kothi, Jodhpur as per conditions under WTA-527 (Phase-II).
T-04-R-2025-26-BGKT-PH-II
T-04-R-2025-26-BGKT-PH-II
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹1.9 Cr
7 May 2026
9 Apr 2026
23 Apr 2026
127 items across 6 schedules · ₹40,45,31,310.24 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | Tonne | 1000 | 232.31 | 2,32,310 |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | 1000 Nos. | 875000 | 530.1 | 4,63,837.5 |
| 3 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | 1000 Nos- lead | 1400000 | 115.42 | 1,61,588 |
| 4 | All kinds of soil | cum | 25200 | 177.5 | 44,73,000 |
| 5 | All kinds of soil. | cum | 2150 | 260.3 | 5,59,645 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 19440 | 196 | 38,10,240 |
| 7 | All kinds of soil | cum | 13450 | 126.8 | 17,05,460 |
| 8 | 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 | 2580 | 7,294.7 | 1,88,20,326 |
| 9 | 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 | 130 | 9,895.2 | 12,86,376 |
| 10 | Foundations, footings, bases for columns | Sqm | 2170 | 392.15 | 8,50,965.5 |
| 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 | 440 | 9,045.75 | 39,80,130 |
| 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 | 340 | 10,852.95 | 36,90,003 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5380 | 392.15 | 21,09,767 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4360 | 842.5 | 36,73,300 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 927.25 | 9,27,250 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5340 | 736.4 | 39,32,376 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 4190 | 961.3 | 40,27,847 |
| 18 | Above 20 cm wide | Sqm | 120 | 879.05 | 1,05,486 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 420 | 951.1 | 3,99,462 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 451540 | 107.85 | 4,86,98,589 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 196910 | 107.85 | 2,12,36,743.5 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 2080 | 9,504.75 | 1,97,69,880 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2940 | 9,655.7 | 2,83,87,758 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250 | 9,860.4 | 24,65,100 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 910 | 10,011.35 | 91,10,328.5 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 4240 | 733.5 | 31,10,040 |
| 27 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 1430 | 8,752.55 | 1,25,16,146.5 |
| 28 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 830 | 8,333.65 | 69,16,929.5 |
| 29 | Area of slab upto 0.50 sqm | Sqm | 90 | 5,413.5 | 4,87,215 |
| 30 | Area of slab over 0.50 sqm | Sqm | 40 | 5,136.3 | 2,05,452 |
| 31 | Granite work | Metre | 480 | 510.95 | 2,45,256 |
| 32 | 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 | 1610 | 1,267.95 | 20,41,399.5 |
| 33 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermiculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumescent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). | Metre | 960 | 1,709.25 | 16,40,880 |
| 34 | Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part- II),tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panelling to be paid for separately). | Sqm | 350 | 7,533.2 | 26,36,620 |
| 35 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 480 | 10,874.2 | 52,19,616 |
| 36 | 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 | 41290 | 133.7 | 55,20,473 |
| 37 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S.gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | Sqm | 90 | 6,566.2 | 5,90,958 |
| 38 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 110 | 3,653.2 | 4,01,852 |
| 39 | Providing and fixing ball bearing for rolling shutters. | Each | 20 | 492.35 | 9,847 |
| 40 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 110 | 1,281.35 | 1,40,948.5 |
| 41 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 190 | 2,354.7 | 4,47,393 |
| 42 | Size of Tile 600 x 600 mm | Sqm | 5210 | 1,453.65 | 75,73,516.5 |
| 43 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,464.85 | 2,92,970 |
| 44 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 5870 | 1,520.1 | 89,22,987 |
| 45 | Ridges plain (500 - 600mm) | Metre | 90 | 532.35 | 47,911.5 |
| 46 | Flashings/ Aprons.( Upto 600 mm) | Metre | 360 | 485.6 | 1,74,816 |
| 47 | North light curves | Metre | 110 | 546.1 | 60,071 |
| 48 | Gutter (600 mm over all girth) | Metre | 120 | 1,313.7 | 1,57,644 |
| 49 | 1:4 (1 cement: 4 fine sand) | Sqm | 5080 | 347.05 | 17,63,014 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 7710 | 333.35 | 25,70,128.5 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 9820 | 383 | 37,61,060 |
| 52 | 1:3 (1 cement : 3 fine sand) | Sqm | 1220 | 300.45 | 3,66,549 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 15830 | 262.7 | 41,58,541 |
| 54 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 15830 | 171.1 | 27,08,513 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5250 | 2,434.25 | 1,27,79,812.5 |
| 56 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 7450 | 1,503.6 | 1,12,01,820 |
| 57 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 260 | 3,551.25 | 9,23,325 |
| 58 | In cement mortar | cum | 600 | 2,877.75 | 17,26,650 |
| 59 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 153060 | 5.65 | 8,64,789 |
| 60 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 1000000 | 0.85 | 8,50,000 |
| 61 | G.S. Sheet | Sqm | 1160 | 164.95 | 1,91,342 |
| 62 | bituminous road | Sqm | 16000 | 428.5 | 68,56,000 |
| 63 | 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 | 8310 | 263.95 | 21,93,424.5 |
| 64 | 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 earth with lead upto 50 metres. | Sqm | 10100 | 218.9 | 22,10,890 |
| 65 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 1520 | 24.85 | 37,772 |
| 66 | 53 mm to 22.4 mm size stone aggregate | cum | 1520 | 1,842.3 | 28,00,296 |
| 67 | 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 | 1520 | 1,046.95 | 15,91,364 |
| 68 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 740 | 11,098.45 | 82,12,853 |
| 69 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 1600 | 375.8 | 6,01,280 |
| 70 | Made of G.I. wire of dia 4 mm | Sqm | 540 | 1,017.8 | 5,49,612 |
| 71 | 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). | cum | 2610 | 9,823.8 | 2,56,40,118 |
| 72 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 2190 | 3,439.5 | 75,32,505 |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 40 | 6,515.55 | 2,60,622 |
| 74 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 75 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 9,612.4 | 48,062 |
| 76 | Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern | Each | 5 | 13,417.3 | 67,086.5 |
| 77 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 40 | 2,301.75 | 92,070 |
| 78 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 79 | Providing and fixing 600x450 mm bevelled 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 | 30 | 1,607.95 | 48,238.5 |
| 80 | C.P. brass | Each | 40 | 803.7 | 32,148 |
| 81 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 1000 | 696.75 | 6,96,750 |
| 82 | 15 mm nominal dia Pipes | Metre | 300 | 497.8 | 1,49,340 |
| 83 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 84 | 25 mm nominal dia Pipes | Metre | 200 | 627.25 | 1,25,450 |
| 85 | 50 mm dia nominal bore | Metre | 1700 | 1,048.35 | 17,82,195 |
| 86 | 50 mm dia nominal bore | Metre | 2000 | 762.15 | 15,24,300 |
| 87 | 80 mm dia nominal bore | Metre | 30 | 1,041.7 | 31,251 |
| 88 | 50 to 80 mm nominal bore | Each | 5 | 1,785.35 | 8,926.75 |
| 89 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 90 | 40 mm nominal bore | Each | 5 | 826.1 | 4,130.5 |
| 91 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 92 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 93 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 10,862.4 | 21,724.8 |
| 94 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 18,896.7 | 56,690.1 |
| 95 | 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. | Per Litre | 15000 | 11 | 1,65,000 |
| 96 | 15 mm nominal bore | Each | 70 | 506.8 | 35,476 |
| 97 | 15 mm nominal bore | Each | 30 | 820.7 | 24,621 |
| 98 | 15 mm nominal bore | Each | 70 | 670.45 | 46,931.5 |
| 99 | 15mm nominal bore | Each | 30 | 574.3 | 17,229 |
| 100 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 30 | 111.45 | 3,343.5 |
| 101 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 102 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 26,405.5 | 5,28,110 |
| 103 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 40 | 32,857.85 | 13,14,314 |
| 104 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 70 | 10,585.5 | 7,40,985 |
| 105 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 26,861.9 | 1,34,309.5 |
| 106 | 450 mm dia RCC pipes. | Metre | 1300 | 2,676.55 | 34,79,515 |
| 107 | Designing, Providing, installing and fixing factory finished customed design pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge. | Kg | 51220 | 182.05 | 93,24,601 |
| 108 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 6540 | 1,525.6 | 99,77,424 |
| Schedule total | ₹37,72,50,060.35 | ||||
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