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Tender Value
₹1.2 Cr
EMD Value
₹2.1 L
Closing Date
27 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
ENGINEERIN
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-VIIB (as per standard tender document), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (As per Rly. Board letter No. 2022/CE-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1). "
Tenders costing more than 50.00 Lakhs:- As a proof of experience/competency, 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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Similar Nature of Work : Construction of Building/quarters.
15 conditions · 5 needing a document upload
Tenderers are required to upload self-attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either 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. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids. (iii) Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi) The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii) The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii) If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers are advised to submit self-attested/digitally signed copy of Bank particulars i.e. Bank name, Bank Account No. IFSC code as per Annexure-XII of Tender Document for any smooth transactions.
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.
Tenderers are not required to submit uploaded Tender document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the Tender Schedule Items, conditions/eligibility criteria etc. before quoting the rates for E-Tendering. (3) No post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & Void. (Authority: - HQ/NR Letter No. 74-W/0/Pt. XXV/WA/Loose Dated: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
Construction of 5 Units Type-II, Staff Quarters Railway Residential Building at Village Dolag near Kandaghat Railway Station in lieu of quarters to be demolished coming in the NHAI's four-laning alignment.
OT-312-UMB-2025-26
OT-312-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹2.1 L
27 Mar 2026
5 Mar 2026
13 Mar 2026
161 items across 1 schedule · ₹1,19,34,814.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum 31.25 | — | 187.24 | 5,851.25 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- 187.5 lead | — | 40.77 | 7,644.38 |
| 3 | Ordinary rock | cum 125 | — | 412.95 | 51,618.75 |
| 4 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre 25 | — | 933.35 | 23,333.75 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum 93.75 | — | 253.95 | 23,807.81 |
| 6 | 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 125 | — | 14.5 | 1,812.5 |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm 153.13 | — | 7.4 | 1,133.16 |
| 8 | Chlorpyriphos emulsifiable concentrate of 20% | Litre 15.63 | — | 200.9 | 3,140.07 |
| 9 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre 31.25 | — | 257.55 | 8,048.44 |
| 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 31.25 | — | 7,365.15 | 2,30,160.94 |
| 11 | 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 25 | — | 6,326.05 | 1,58,151.25 |
| 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 1.25 | — | 9,793.75 | 12,242.19 |
| 13 | Foundations, footings, bases for columns | Sqm 50 | — | 307.95 | 15,397.5 |
| 14 | Columns, piers, abutments, pillars, posts and struts | Sqm 50 | — | 804.25 | 40,212.5 |
| 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 1.25 | — | 15,762.45 | 19,703.06 |
| 16 | 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 62.5 | — | 370.85 | 23,178.13 |
| 17 | 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 12.5 | — | 8,364.2 | 1,04,552.5 |
| 18 | cum 62.5 | — | 10,719.3 | 6,69,956.25 | |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 62.5 | — | 307.95 | 19,246.88 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm 281.25 | — | 766.55 | 2,15,592.19 |
| 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm 62.5 | — | 608.35 | 38,021.88 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 62.5 | — | 804.25 | 50,265.63 |
| 23 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm 25 | — | 307.95 | 7,698.75 |
| 24 | Under 20 cm wide | Metre 25 | — | 181.9 | 4,547.5 |
| 25 | Above 20 cm wide | Sqm 12.5 | — | 772.1 | 9,651.25 |
| 26 | Hot rolled deformed bars | Kg 7500 | — | 89.65 | 6,72,375 |
| 27 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. | per cm 62.5 depth per 100m | — | 567.25 | 35,453.13 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 93.75 | — | 6,658.25 | 6,24,210.94 |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 62.5 | — | 8,512.1 | 5,32,006.25 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 231.25 | — | 8,288.35 | 19,16,680.94 |
| 31 | Sqm 6.25 | — | 819.15 | 5,119.69 | |
| 32 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm 6.25 | — | 837.85 | 5,236.56 |
| 33 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 118.75 | — | 1,018.05 | 1,20,893.44 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 7.5 | — | 6,653.45 | 49,900.88 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 62.5 | — | 8,275.7 | 5,17,231.25 |
| 36 | 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 250 | — | 1,063.45 | 2,65,862.5 |
| 37 | Kiln seasoned and chemically treated hollock wood | cum 2.19 | — | 74,199.7 | 1,62,497.34 |
| 38 | Kiln seasoned and chemically treated hollock wood | cum .94 | — | 64,332.2 | 60,472.27 |
| 39 | 35 mm thick shutters | Sqm 75 | — | 2,511.95 | 1,88,396.25 |
| 40 | Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, grade I | Sqm 43.75 | — | 1,711.15 | 74,862.81 |
| 41 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm 43.75 | — | 1,897.1 | 82,998.13 |
| 42 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm 43.75 | — | 1,521.6 | 66,570 |
| 43 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm 12.5 | — | 148.5 | 1,856.25 |
| 44 | Kiln seasoned and chemically treated hollock wood | Sqm 40.63 | — | 3,140.15 | 1,27,584.29 |
| 45 | 100x75x3.50 mm | Each 31 | — | 52.4 | 1,624.4 |
| 46 | 250x16 mm | Each 50 | — | 165.9 | 8,295 |
| 47 | 150x10 mm | Each 100 | — | 53.05 | 5,305 |
| 48 | 100x10 mm | Each 31 | — | 39.1 | 1,212.1 |
| 49 | 125 mm | Each 125 | — | 35.2 | 4,400 |
| 50 | 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 2187.78 | — | 93.05 | 2,03,572.93 |
| 51 | 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 1562.5 | — | 111.95 | 1,74,921.88 |
| 52 | 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 15 | — | 185.95 | 2,789.25 |
| 53 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each 15 | — | 185.2 | 2,778 |
| 54 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 437.5 | — | 142.3 | 62,256.25 |
| 55 | M.S. tube | Kg 312.5 | — | 157.15 | 49,109.38 |
| 56 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 312.5 | — | 545 | 1,70,312.5 |
| 57 | 18 mm thick | Sqm 62.5 | — | 570.75 | 35,671.88 |
| 58 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum 1.25 | — | 7,958.65 | 9,948.31 |
| 59 | 40 mm wide and 4 mm thick | Metre 375 | — | 79.5 | 29,812.5 |
| 60 | 25 mm thick | Sqm 31.25 | — | 1,706.6 | 53,331.25 |
| 61 | 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 25 | — | 2,038.55 | 50,963.75 |
| 62 | 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 62.5 | — | 935.6 | 58,475 |
| 63 | Size of Tile 600 x 600 mm | Sqm 187.5 | — | 1,311.05 | 2,45,821.88 |
| 64 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm 62.5 | — | -735.3 | -45,956.25 |
| 65 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 5 | 1,370.4 | 6,852 |
| 66 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | Metre 31.25 | — | 77 | 2,406.25 |
| 67 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 5 | 266.6 | 1,333 |
| 68 | 6 mm thick Cement fiber board as per IS: 14862 | Sqm 219 | — | 773.4 | 1,69,374.6 |
| 69 | 110 mm diameter | Metre 93.75 | — | 319.75 | 29,976.56 |
| 70 | 110 mm | Each | 9 | 119.95 | 1,079.55 |
| 71 | 110 mm bend | Each | 9 | 132 | 1,188 |
| 72 | 110 mm Shoe | Each | 9 | 115.95 | 1,043.55 |
| 73 | 110 mm | Each 47 | — | 309.5 | 14,546.5 |
| 74 | 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 250 | — | 671.55 | 1,67,887.5 |
| 75 | Flashings/ Aprons.( Upto 600 mm) | Metre 78.13 | — | 412.85 | 32,255.97 |
| 76 | Gutter (600 mm over all girth) | Metre 78.13 | — | 1,110.6 | 86,771.18 |
| 77 | 1:4 (1 cement: 4 fine sand) | Sqm 125 | — | 294.85 | 36,856.25 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm 1375 | — | 282 | 3,87,750 |
| 79 | 1:4 (1 cement: 4 fine sand) | Sqm 125 | — | 339.7 | 42,462.5 |
| 80 | 1:6 (1 cement: 6 fine sand) | Sqm 1562.5 | — | 324.3 | 5,06,718.75 |
| 81 | 1:3 (1 cement : 3 fine sand) | Sqm 62.5 | — | 253.05 | 15,815.63 |
| 82 | Neat cement punning. | Sqm 362.5 | — | 67.8 | 24,577.5 |
| 83 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1500 | — | 214.3 | 3,21,450 |
| 84 | New work (three or more coats) | Sqm 437.5 | — | 32.45 | 14,196.88 |
| 85 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 625 | — | 162.55 | 1,01,593.75 |
| 86 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 1500 | — | 97.6 | 1,46,400 |
| 87 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm 62.5 | — | 61.45 | 3,840.63 |
| 88 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm 125 | — | 55.5 | 6,937.5 |
| 89 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm 1250 | — | 150.2 | 1,87,750 |
| 90 | 100 mm diameter pipes | Metre 47 | — | 69 | 3,243 |
| 91 | Two or more coats on new work | Sqm 437.5 | — | 131.45 | 57,509.38 |
| 92 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum 1.25 | — | 7,399.2 | 9,249 |
| 93 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm 93.75 | — | 951 | 89,156.25 |
| 94 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 95 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 96 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,679.6 | 8,398 |
| 97 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 1 | 1,500.05 | 1,500.05 |
| 98 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 5 | 3,302.95 | 16,514.75 |
| 99 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 299.35 | 1,496.75 |
| 100 | 40 mm dia | Each | 5 | 101.65 | 508.25 |
| 101 | 32 mm dia | Each | 5 | 104.35 | 521.75 |
| 102 | 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 | 1 | 1,411.15 | 1,411.15 |
| 103 | Vitreous china | Each | 5 | 463 | 2,315 |
| 104 | Sand cast iron S&S pipe as per IS: 1729 | Metre 75 | — | 1,018.05 | 76,353.75 |
| 105 | 100 mm dia pipe | Each | 6 | 163.45 | 980.7 |
| 106 | For 100 mm dia pipe | Each 22 | — | 308.45 | 6,785.9 |
| 107 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 530.7 | 3,184.2 |
| 108 | Sand cast iron S&S as per IS - 1729 | Each 11 | — | 412.95 | 4,542.45 |
| 109 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 1,038.75 | 4,155 |
| 110 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 861.2 | 3,444.8 |
| 111 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 671.2 | 2,684.8 |
| 112 | Sand cast iron S&S as per iron 1729 | Each | 5 | 620.35 | 3,101.75 |
| 113 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 711.35 | 3,556.75 |
| 114 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 392.9 | 1,964.5 |
| 115 | Sand cast iron S&S as per IS - 1729 | Each | 9 | 399.6 | 3,596.4 |
| 116 | 100 mm | Each | 4 | 549.65 | 2,198.6 |
| 117 | 100 mm | Each 24 | — | 128.65 | 3,087.6 |
| 118 | Sand cast iron S&S as per IS: 3989 | Each | 4 | 1,604.1 | 6,416.4 |
| 119 | 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 | 4 | 146.3 | 585.2 |
| 120 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 4 | 573.6 | 2,294.4 |
| 121 | 15 mm dia nominal bore | Metre 187.5 | — | 304.15 | 57,028.13 |
| 122 | 20 mm dia nominal bore | Metre 125 | — | 373.35 | 46,668.75 |
| 123 | 15 mm dia nominal bore | Metre 187.5 | — | 485.2 | 90,975 |
| 124 | 15 mm dia nominal bore | Metre 187.5 | — | 267.5 | 50,156.25 |
| 125 | 20 mm dia nominal bore | Metre 62.5 | — | 315.35 | 19,709.38 |
| 126 | 25 mm dia nominal bore | Metre 125 | — | 417.95 | 52,243.75 |
| 127 | 40 mm dia nominal bore | Metre 312.5 | — | 558.35 | 1,74,484.38 |
| 128 | 25 to 40 mm nominal bore | Each | 3 | 757.1 | 2,271.3 |
| 129 | 50 to 80 mm nominal bore | Each | 4 | 1,513.7 | 6,054.8 |
| 130 | 15 mm nominal bore | Each 15 | — | 85.2 | 1,278 |
| 131 | 100 mm diameter | Each | 9 | 166.35 | 1,497.15 |
| 132 | 15 mm nominal bore | Each 31 | — | 262.3 | 8,131.3 |
| 133 | 20 mm nominal bore | Each 15 | — | 289.05 | 4,335.75 |
| 134 | 25 mm nominal bore | Each 19 | — | 369.35 | 7,017.65 |
| 135 | 40 mm nominal bore | Each | 3 | 523.2 | 1,569.6 |
| 136 | 50 mm nominal bore | Each | 3 | 706.7 | 2,120.1 |
| 137 | 15 mm nominal bore | Each 15 | — | 682.9 | 10,243.5 |
| 138 | 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 5000 | — | 9.7 | 48,500 |
| 139 | 15 mm nominal bore | Each 32 | — | 715.05 | 22,881.6 |
| 140 | 15 mm nominal bore | Each 32 | — | 594.75 | 19,032 |
| 141 | 15mm nominal bore | Each 32 | — | 500.35 | 16,011.2 |
| 142 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each 32 | — | 109.85 | 3,515.2 |
| 143 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each 15 | — | 103.15 | 1,547.25 |
| 144 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 9 | 180.8 | 1,627.2 |
| 145 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 5 | 223.5 | 1,117.5 |
| 146 | 25mm nominal bore, weighing not less than 62 gms | Each | 5 | 100.55 | 502.75 |
| 147 | With common burnt clay F.P.S. (non modular) bricks | Each 11 | — | 362.4 | 3,986.4 |
| 148 | 250 mm diameter | Metre 62 | — | 1,293.9 | 80,221.8 |
| 149 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each 11 | — | 2,453.55 | 26,989.05 |
| 150 | 250 mm dia. R.C.C. pipe | Metre 25 | — | 811.15 | 20,278.75 |
| 151 | For pipes 100 to 250 mm diameter | Each | 1 | 683.7 | 683.7 |
| 152 | 100 mm dia sand cast iron drop connection | Each | 1 | 10,137.65 | 10,137.65 |
| 153 | 300 mm dia | Metre 21.88 | — | 1,416.3 | 30,988.64 |
| 154 | 200 mm nominal size dia | Metre 12.5 | — | 951.95 | 11,899.38 |
| 155 | 200 mm nominal size dia | Metre 12.5 | — | 1,099.25 | 13,740.63 |
| 156 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum 3.75 | — | 1,302.3 | 4,883.63 |
| 157 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum 3.75 | — | 1,309 | 4,908.75 |
| 158 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum 3.75 | — | 1,309 | 4,908.75 |
| 159 | 200 mm dia | Each | 1 | 280.95 | 280.95 |
| 160 | 200 mm clamp | Each | 1 | 1,827 | 1,827 |
| 161 | 200 mm dia | Each | 1 | 308.55 | 308.55 |
| Schedule total | ₹1,19,34,814.64 | ||||
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