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Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
5 Aug 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Definition of similar work:- Any Civil Engineering works.
16 conditions · 6 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure-XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity)
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT , etc. are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI, XII, XIII, XIV. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
Annual contractual turnover data details:- Each Bidder or each member of a JV must fill details of Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) in annexure-XIII form separately and submit the same with the offer followed by the guidelines as mentioned in this annexure. The format of Annexure-XIII ( Ref-Annexure-VIB of GCC-2022) is available in commercial compliance- Annexure in documents section of this 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.
Open tender for Improvement of Quarters at Chittaranjan , Jamtara Rly. Colony including door & window, sanitary work & other ancillary work.
O-AC-T-104-26-27
O-AC-T-104-26-27
Open
Works - General
12 Months
Paschim Bardhaman, West Bengal
₹0
₹2.3 L
5 Aug 2026
14 Jul 2026
22 Jul 2026
120 items across 1 schedule · ₹1,37,75,944.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum 1650 | — | 283.98 | 4,68,567 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 900 | 61.83 | 55,647 |
| 3 | All kinds of soil | cum 2200 | — | 177.5 | 3,90,500 |
| 4 | 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 | 750 | 196 | 1,47,000 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,123.75 | 4,24,750 |
| 6 | All kinds of soil | Sqm 4700 | — | 34.15 | 1,60,505 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm 7800 | — | 17.6 | 1,37,280 |
| 8 | Beyond 30 cm girth upto and including 60 cm girth | Each | 21 | 532.35 | 11,179.35 |
| 9 | Beyond 60 cm girth upto and including 120 cm girth | Each | 6 | 2,373.5 | 14,241 |
| 10 | 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 | 40 | 7,878.5 | 3,15,140 |
| 11 | Foundations, footings, bases for columns | Sqm | 156 | 392.15 | 61,175.4 |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 16 | 10,105.1 | 1,61,681.6 |
| 13 | 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 | 40 | 410.85 | 16,434 |
| 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 40 | 18.15 | 726 |
| 15 | 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 | 16 | 9,045.75 | 1,44,732 |
| 16 | 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 | 16 | 10,852.95 | 1,73,647.2 |
| 17 | cum | 23 | 11,505.5 | 2,64,626.5 | |
| 18 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 55 | 392.15 | 21,568.25 |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 40 | 842.5 | 33,700 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 927.25 | 37,090 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 961.3 | 38,452 |
| 23 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 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 | 2 | 20,355.8 | 40,711.6 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 2100 | — | 107.85 | 2,26,485 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 4800 | — | 107.85 | 5,17,680 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 7,132.25 | 2,85,290 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 105 | 9,105.95 | 9,56,124.75 |
| 28 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 110 | 905.05 | 99,555.5 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 168 | 1,123.8 | 1,88,798.4 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 3 | 4,170.7 | 12,512.1 |
| 31 | Area of slab over 0.50 sqm | Sqm | 47 | 3,848.7 | 1,80,888.9 |
| 32 | Granite work | Metre | 81 | 510.95 | 41,386.95 |
| 33 | 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 | 920 | 1,267.95 | 11,66,514 |
| 34 | 18 mm thick | Sqm | 67 | 1,245.75 | 83,465.25 |
| 35 | Size 65 mm | Each | 16 | 372.4 | 5,958.4 |
| 36 | 125 mm | Each | 8 | 231.05 | 1,848.4 |
| 37 | 150x10 mm | Each | 38 | 82.55 | 3,136.9 |
| 38 | 125 mm | Each | 31 | 66.25 | 2,053.75 |
| 39 | 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 | 47 | 3,068.85 | 1,44,235.95 |
| 40 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 187 | 492.7 | 92,134.9 |
| 41 | 30 mm thick plain PVC door shutters | Sqm | 55 | 3,182.95 | 1,75,062.25 |
| 42 | 1.0 mm thick | Sqm | 28 | 897.3 | 25,124.4 |
| 43 | 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 | 281 | 117.35 | 32,975.35 |
| 44 | 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 | 390 | 133.7 | 52,143 |
| 45 | 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 | 9 | 11,439.6 | 1,02,956.4 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 5382 | — | 172.6 | 9,28,933.2 |
| 47 | 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, including 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 | 156 | 772.4 | 1,20,494.4 |
| 48 | 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 Jamuna sand, with common burnt clay non modular bricks. | Sqm | 359 | 792.05 | 2,84,345.95 |
| 49 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 250 | 614.2 | 1,53,550 |
| 50 | 25 mm thick | Sqm | 16 | 1,948.25 | 31,172 |
| 51 | 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 | 359 | 1,096.55 | 3,93,661.45 |
| 52 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 183 | 1,315.3 | 2,40,699.9 |
| 53 | Size of Tile 600 x 600 mm | Sqm | 31 | 1,502.75 | 46,585.25 |
| 54 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 31 | 4,481.3 | 1,38,920.3 |
| 55 | 110 mm diameter | Metre | 10 | 377.4 | 3,774 |
| 56 | 110x110x110 mm | Each | 9 | 234.15 | 2,107.35 |
| 57 | 110 mm bend | Each | 9 | 150.35 | 1,353.15 |
| 58 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 351 | 738.65 | 2,59,266.15 |
| 59 | 1:6 (1 cement: 6 fine sand) | Sqm | 858 | 333.35 | 2,86,014.3 |
| 60 | 1:3 (1 cement: 3 fine sand) | Sqm | 31 | 439.25 | 13,616.75 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 156 | 425.55 | 66,385.8 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 187 | 300.45 | 56,184.15 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1115 | — | 262.7 | 2,92,910.5 |
| 64 | Flush / Ruled/ Struck or weathered pointing | Sqm | 20 | 257.35 | 5,147 |
| 65 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 101 | 185.65 | 18,750.65 |
| 66 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 203 | 116.9 | 23,730.7 |
| 67 | Two or more coats on new work | Sqm | 187 | 155.9 | 29,153.3 |
| 68 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 858 | 6.15 | 5,276.7 |
| 69 | 20 mm wide and 15 mm deep groove | Metre 3354 | — | 75.8 | 2,54,233.2 |
| 70 | Old work (one or more coats) | Sqm 1903 | — | 62.7 | 1,19,318.1 |
| 71 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 13 | 1,090.65 | 14,178.45 |
| 72 | 3 mm thick | Sqm | 351 | 537.45 | 1,88,644.95 |
| 73 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 74 | 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 | 3 | 3,551.25 | 10,653.75 |
| 75 | In cement mortar | cum | 39 | 2,060.2 | 80,347.8 |
| 76 | Of area 3 sq. metres and below | Each | 41 | 367.2 | 15,055.2 |
| 77 | G.S. Sheet | Sqm | 8 | 164.95 | 1,319.6 |
| 78 | Asbestos Cement sheet | Sqm | 40 | 77.3 | 3,092 |
| 79 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 460 | 54.65 | 25,139 |
| 80 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 234 | 644.05 | 1,50,707.7 |
| 81 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 82 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,879.2 | 5,637.6 |
| 83 | White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,756.85 | 5,270.55 |
| 84 | 610x510 mm bowl depth 200 mm | Each | 4 | 4,940.8 | 19,763.2 |
| 85 | Long pattern W.C. pan of size 580 mm | Each | 11 | 1,959.8 | 21,557.8 |
| 86 | Flat back wash basin of size 550x400 mm | Each | 19 | 992.6 | 18,859.4 |
| 87 | 32 mm dia | Each | 8 | 103.9 | 831.2 |
| 88 | 32 mm dia | Each | 8 | 119.55 | 956.4 |
| 89 | 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 | 3 | 1,607.95 | 4,823.85 |
| 90 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 3 | 708.95 | 2,126.85 |
| 91 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 234 | 272 | 63,648 |
| 92 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 187 | 545.75 | 1,02,055.25 |
| 93 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 288 | 477.85 | 1,37,620.8 |
| 94 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 156 | 515.2 | 80,371.2 |
| 95 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 332 | 450.95 | 1,49,715.4 |
| 96 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 133 | 597.75 | 79,500.75 |
| 97 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 90 | 975.3 | 87,777 |
| 98 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 27 | 1,301.35 | 35,136.45 |
| 99 | PPR Union 20mm | Each | 17 | 315.5 | 5,363.5 |
| 100 | PPR Union 40mm | Each | 5 | 543.1 | 2,715.5 |
| 101 | 20 mm nominal dia Pipes | Metre | 105 | 537.6 | 56,448 |
| 102 | 25 to 40 mm nominal bore | Each | 3 | 911.9 | 2,735.7 |
| 103 | 20 mm nominal bore | Each | 8 | 539.95 | 4,319.6 |
| 104 | 40 mm nominal bore | Each | 3 | 826.1 | 2,478.3 |
| 105 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 106 | 25 mm nominal bore | Each | 45 | 464.05 | 20,882.25 |
| 107 | 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 23790 Litre | — | 11 | 2,61,690 |
| 108 | 15 mm nominal bore | Each | 23 | 506.8 | 11,656.4 |
| 109 | 15 mm nominal bore | Each | 8 | 670.45 | 5,363.6 |
| 110 | 15mm nominal bore | Each | 3 | 574.3 | 1,722.9 |
| 111 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 33 | 125.6 | 4,144.8 |
| 112 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 28 | 118.5 | 3,318 |
| 113 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 8 | 208.45 | 1,667.6 |
| 114 | 15 mm nominal bore with 30cm length | Each | 111 | 96.35 | 10,694.85 |
| 115 | 15 mm nominal bore with 45 cm length | Each | 67 | 121.9 | 8,167.3 |
| 116 | 150 mm diameter | Metre | 20 | 695.8 | 13,916 |
| 117 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 16 | 495.05 | 7,920.8 |
| 118 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 71 | 598.6 | 42,500.6 |
| 119 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,176.8 | 58,840 |
| 120 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 35 | 15,155.6 | 5,30,446 |
| Schedule total | ₹1,37,75,944.35 | ||||
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