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Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
1 Jun 2026, 3:30 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 crores or V, whichever is lower; 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.
Similar nature of work form this tender "Any Civil Engineering work".
19 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexure 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/ tenderers. Annexure 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 V (A) by each partners of Partnership Firm/ JV/ HUF/ LLP; FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-V (A) of GCC-2022 12. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 13. Annexure-VIA BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-VIA. 14. Annexure-VIB Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-VIA. 15. Submission of Form VA properly. 16. Annexure-VI of GCC- 2022: TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-VI of GCC-2022. (This annexure will be applicable, if tenders having advertised value more than Rs 20 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 are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI. Annexure-VI, VI A & VI B of GCC-2022 respectively. These Annexure 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/tenderers.
Demand for Mandate for NEFT is to be uploaded with a scanned copy duly filled in and signed as per annexure no. VIII. This Annexure is available in View Document menu at Home page and is downloadable.
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 e-tender for the work of "Improvement of Staff Quarters at New-Farakka and Jangipur railway colony" under Assistant Engineer/New Farakka in the jurisdiction of Divisional Engineer-I/ Eastern Railway/Malda.
28-MLDT-26-27
28-MLDT-26-27
Open
Works - General
6 Months
Maldah, West Bengal
₹0
₹4.5 L
1 Jun 2026
6 May 2026
18 May 2026
117 items across 3 schedules · ₹2,67,68,592.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 150 | 494.1 | 74,115 |
| 2 | All kinds of soil. | cum | 450 | 260.3 | 1,17,135 |
| 3 | 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 | 300 | 196 | 58,800 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 5 | 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 | 110 | 7,878.5 | 8,66,635 |
| 6 | 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 | 35 | 7,294.7 | 2,55,314.5 |
| 7 | Foundations, footings, bases for columns | Sqm | 400 | 392.15 | 1,56,860 |
| 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 | 40 | 9,045.75 | 3,61,830 |
| 9 | 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 | 50 | 10,852.95 | 5,42,647.5 |
| 10 | cum | 10 | 11,505.5 | 1,15,055 | |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 150 | 961.3 | 1,44,195 |
| 13 | Under 20 cm wide | Metre | 150 | 208.55 | 31,282.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 250 | 1,028.4 | 2,57,100 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 5 | 10,585.9 | 52,929.5 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,132.25 | 3,56,612.5 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 9,105.95 | 6,82,946.25 |
| 19 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 700 | 905.05 | 6,33,535 |
| 20 | 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 | 500 | 1,267.95 | 6,33,975 |
| 21 | Second class teak wood | cum | 1.5 | 1,42,949.7 | 2,14,424.55 |
| 22 | 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II marked : | Sqm | 55 | 3,212.7 | 1,76,698.5 |
| 23 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 150 | 3,473.85 | 5,21,077.5 |
| 25 | On one side only | Sqm | 150 | 478 | 71,700 |
| 26 | Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickel plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 200 | 725.85 | 1,45,170 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3500 | 238.35 | 8,34,225 |
| 28 | With 12 mm mild steel U beading | Sqm | 200 | 939.2 | 1,87,840 |
| 29 | 250x16 mm | Each | 150 | 193.7 | 29,055 |
| 30 | 250x10 mm | Each | 250 | 83.9 | 20,975 |
| 31 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 50 | 854.65 | 42,732.5 |
| 32 | 125 mm | Each | 200 | 256.65 | 51,330 |
| 33 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 300 | 570.95 | 1,71,285 |
| 34 | 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 | 70 | 3,720.75 | 2,60,452.5 |
| 35 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm 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 | 100 | 2,829.25 | 2,82,925 |
| 36 | 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 | 5000 | 117.35 | 5,86,750 |
| 37 | 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 | 5000 | 133.7 | 6,68,500 |
| 38 | 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 | 50 | 11,439.6 | 5,71,980 |
| 39 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 100 | 5,804.35 | 5,80,435 |
| 40 | 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 | 500 | 772.4 | 3,86,200 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 3000 | 614.2 | 18,42,600 |
| 42 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 70 | 8,595.15 | 6,01,660.5 |
| 43 | 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 | 450 | 1,096.55 | 4,93,447.5 |
| 44 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 45 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 110 | 980.5 | 1,07,855 |
| 46 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 85 | 1,029.65 | 87,520.25 |
| 47 | 110 mm diameter | Metre | 400 | 377.4 | 1,50,960 |
| 48 | 110x110x110 mm | Each | 15 | 234.15 | 3,512.25 |
| 49 | 110x110x110 mm | Each | 15 | 221.35 | 3,320.25 |
| 50 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 51 | 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 | 200 | 738.65 | 1,47,730 |
| 52 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4000 | 343.65 | 13,74,600 |
| 53 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | Sqm | 400 | 506.6 | 2,02,640 |
| 54 | 1:3 (1 cement : 3 fine sand) | Sqm | 1500 | 300.45 | 4,50,675 |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 56 | 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 | 2000 | 185.65 | 3,71,300 |
| 57 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1500 | 116.9 | 1,75,350 |
| 58 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2000 | 160.6 | 3,21,200 |
| 59 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 226.25 | 45,250 |
| 60 | Old work (one or more coats) | Sqm | 2264.76 | 62.7 | 1,42,000.45 |
| 61 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 2487.09 | 25.15 | 62,550.31 |
| 62 | One or more coats on old work | Sqm | 400 | 102.8 | 41,120 |
| 63 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 3000 | 730.55 | 21,91,650 |
| 64 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 65 | 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 | 10 | 3,551.25 | 35,512.5 |
| 66 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 67 | 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 | 1500 | 54.65 | 81,975 |
| 68 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 60 | 2,648.85 | 1,58,931 |
| 69 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 60 | 1,683.35 | 1,01,001 |
| 70 | 610x460 mm bowl depth 200 mm | Each | 50 | 3,873.8 | 1,93,690 |
| 71 | Orissa pattern W.C. pan of size 580x440 mm | Each | 50 | 3,169.05 | 1,58,452.5 |
| 72 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 35 | 2,784.95 | 97,473.25 |
| 73 | 10 litre (full flush) capacity-white | Each | 100 | 2,243.75 | 2,24,375 |
| 74 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 35 | 6,940.75 | 2,42,926.25 |
| 75 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 30 | 1,648.95 | 49,468.5 |
| 76 | 32 mm dia | Each | 50 | 119.55 | 5,977.5 |
| 77 | Rectangular shape 453x357 mm | Each | 80 | 1,361.8 | 1,08,944 |
| 78 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,151.9 | 57,595 |
| 79 | 100 mm dia pipe | Each | 10 | 198.15 | 1,981.5 |
| 80 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 598.5 | 5,985 |
| 81 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 939.9 | 9,399 |
| 82 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 25 | 168.35 | 4,208.75 |
| 83 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 400 | 580.1 | 2,32,040 |
| 84 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 500 | 1,301.35 | 6,50,675 |
| 85 | PPR Union 50mm | Each | 10 | 782.1 | 7,821 |
| 86 | 15 mm dia nominal bore | Metre | 700 | 366.4 | 2,56,480 |
| 87 | 20 mm dia nominal bore | Metre | 200 | 437.3 | 87,460 |
| 88 | 25 mm dia nominal bore | Metre | 200 | 551.7 | 1,10,340 |
| 89 | 50 mm dia nominal bore | Metre | 200 | 762.15 | 1,52,430 |
| 90 | 80 mm dia nominal bore | Metre | 300 | 1,041.7 | 3,12,510 |
| 91 | 20 mm nominal bore | Each | 25 | 462.5 | 11,562.5 |
| 92 | 100 mm diameter | Each | 20 | 193.95 | 3,879 |
| 93 | 15 mm nominal bore | Each | 10 | 318.35 | 3,183.5 |
| 94 | 20 mm nominal bore | Each | 10 | 346.8 | 3,468 |
| 95 | 25 mm nominal bore | Each | 5 | 439.25 | 2,196.25 |
| 96 | 50 mm nominal bore | Each | 5 | 823.8 | 4,119 |
| 97 | 80 mm nominal bore | Each | 5 | 1,207.95 | 6,039.75 |
| 98 | 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 | 36000 | 11 | 3,96,000 |
| 99 | 15 mm nominal bore | Each | 50 | 506.8 | 25,340 |
| 100 | 15 mm nominal bore | Each | 20 | 820.7 | 16,414 |
| 101 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| 102 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 103 | 15mm nominal bore | Each | 50 | 574.3 | 28,715 |
| 104 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in- charge. | Each | 35 | 74.8 | 2,618 |
| 105 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 50 | 196.75 | 9,837.5 |
| 106 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 118.5 | 2,962.5 |
| 107 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 35 | 208.45 | 7,295.75 |
| 108 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 25 | 156.9 | 3,922.5 |
| 109 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 50 | 121.4 | 6,070 |
| 110 | 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 | 50 | 111.45 | 5,572.5 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 234 | 598.6 | 1,40,072.4 |
| 112 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 110 | 1,176.8 | 1,29,448 |
| Schedule total | ₹2,54,90,729.71 | ||||
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