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Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
27 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
Augmentation of Running Room SRE in the section of SSE/W/L/SRE under ADEN/SRE.
OT-134-UMB-2026-27~NR
OT-134-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹3.3 L
27 Aug 2026
5 Aug 2026
13 Aug 2026
164 items across 2 schedules · ₹1,26,341 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 300 | 205.45 | 61,635 |
| 2 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 28 | 200.9 | 5,625.2 |
| 3 | 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 | 20 | 7,365.15 | 1,47,303 |
| 4 | 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 | 15 | 6,833.4 | 1,02,501 |
| 5 | 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 | 80 | 6,326.05 | 5,06,084 |
| 6 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 80 | 113.85 | 9,108 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 600 | 766.55 | 4,59,930 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 804.25 | 3,21,700 |
| 12 | 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 | 20 | 307.95 | 6,159 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24163 | 89.65 | 21,66,212.95 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 8,683.8 | 13,02,570 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 10,306.2 | 15,45,930 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 25 | 688.45 | 17,211.25 |
| 17 | Coupler for 16 mm diameter reinforcement bar | Each | 100 | 102.55 | 10,255 |
| 18 | Coupler for 20 mm diameter reinforcement bar | Each | 100 | 143 | 14,300 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,658.25 | 9,98,737.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 8,288.35 | 12,43,252.5 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 300 | 1,018.05 | 3,05,415 |
| 22 | Granite work | Metre | 48 | 418.85 | 20,104.8 |
| 23 | Metre | 48 | 475.55 | 22,826.4 | |
| 24 | Each | 10 | 808.15 | 8,081.5 | |
| 25 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). | Kg | 800 | 220 | 1,76,000 |
| 26 | 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 | 150 | 1,063.45 | 1,59,517.5 |
| 27 | Second class teak wood | cum | .5 | 1,31,576.95 | 65,788.48 |
| 28 | 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 | 20 | 148.5 | 2,970 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 2,818.5 | 22,548 |
| 30 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 20 | 2,512.35 | 50,247 |
| 31 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 20 | 401.4 | 8,028 |
| 32 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 20.63 | 93.65 | 1,932 |
| 33 | Kiln seasoned and chemically treated hollock wood | Sqm | 40 | 3,140.15 | 1,25,606 |
| 34 | Fixed to steel windows by welding | Kg | 1500 | 181 | 2,71,500 |
| 35 | With 12 mm mild steel U beading | Sqm | 30 | 812.4 | 24,372 |
| 36 | 150 mm | Each | 75 | 251.7 | 18,877.5 |
| 37 | 250x16 mm | Each | 75 | 165.9 | 12,442.5 |
| 38 | 90 mm | Each | 75 | 22.1 | 1,657.5 |
| 39 | 250 mm weighing not less than 280 gms | Each | 10 | 51.9 | 519 |
| 40 | 150x10 mm | Each | 75 | 232.3 | 17,422.5 |
| 41 | 75 mm | Each | 40 | 333.15 | 13,326 |
| 42 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,025.65 | 20,513 |
| 43 | 250x16 mm | Each | 20 | 234.9 | 4,698 |
| 44 | 200x10 mm | Each | 20 | 90.8 | 1,816 |
| 45 | 125 mm | Each | 380 | 60.05 | 22,819 |
| 46 | Twin rubber stopper | Each | 48 | 62.25 | 2,988 |
| 47 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 20 | 702.6 | 14,052 |
| 48 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 10 | 3,963.7 | 39,637 |
| 49 | 1.5 mm thick | Sqm | 20 | 890.55 | 17,811 |
| 50 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 10 | 7,249.9 | 72,499 |
| 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 | 400 | 111.95 | 44,780 |
| 52 | Hot finished welded type tubes | Kg | 800 | 154.9 | 1,23,920 |
| 53 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 80 | 88.5 | 7,080 |
| 54 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 142.3 | 2,13,450 |
| 55 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 500 | 612.25 | 3,06,125 |
| 56 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,243.5 | 49,740 |
| 57 | 18 mm thick | Sqm | 10 | 570.75 | 5,707.5 |
| 58 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 59 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | Sqm | 70 | 36.35 | 2,544.5 |
| 60 | 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 | 40 | 1,107.05 | 44,282 |
| 61 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 24 | 1,142.8 | 27,427.2 |
| 62 | Size of Tile 600x600 mm | Sqm | 500 | 1,416.65 | 7,08,325 |
| 63 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 140 | 3,908.8 | 5,47,232 |
| 64 | With residual type petroleum bitumen of grade VG -10 | Sqm | 350 | 133.15 | 46,602.5 |
| 65 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 400 | 905.8 | 3,62,320 |
| 66 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 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 | 20 | 266.6 | 5,332 |
| 68 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 69 | 110 mm bend | Each | 48 | 132 | 6,336 |
| 70 | 110 mm | Each | 48 | 309.5 | 14,856 |
| 71 | 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 | 50 | 671.55 | 33,577.5 |
| 72 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2800 | 294.35 | 8,24,180 |
| 73 | 1:6 (1 cement: 6 coarse sand) | Sqm | 150 | 339.1 | 50,865 |
| 74 | Two or more coats on new work | Sqm | 800 | 92.75 | 74,200 |
| 75 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2500 | 162.35 | 4,05,875 |
| 76 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 150 | 61.45 | 9,217.5 |
| 77 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 350 | 55.5 | 19,425 |
| 78 | Two or more coats on new work | Sqm | 250 | 131.45 | 32,862.5 |
| 79 | Two or more coats on new work | Sqm | 800 | 115.1 | 92,080 |
| 80 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 2500 | 123.85 | 3,09,625 |
| 81 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 82 | In lime mortar | cum | 50 | 701.95 | 35,097.5 |
| 83 | In cement mortar | cum | 40 | 1,698.45 | 67,938 |
| 84 | Of area 3 sq. metres and below | Each | 15 | 302.7 | 4,540.5 |
| 85 | Of area beyond 3 sq. metres | Each | 15 | 414.55 | 6,218.25 |
| 86 | Of area 3 sq. metres and below | Each | 10 | 118.3 | 1,183 |
| 87 | Of area beyond 3 sq. metres | Each | 10 | 155.75 | 1,557.5 |
| 88 | G.S. Sheet | Sqm | 50 | 136 | 6,800 |
| 89 | Asbestos Cement sheet | Sqm | 50 | 63.75 | 3,187.5 |
| 90 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 50 | 209.4 | 10,470 |
| 91 | 15 mm to 40 mm nominal bore | Metre | 50 | 124.1 | 6,205 |
| 92 | Above 40 mm nominal bore | Metre | 25 | 134.25 | 3,356.25 |
| 93 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 50 | 2,328.55 | 1,16,427.5 |
| 94 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. | cum | 20 | 347.9 | 6,958 |
| 95 | 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 | 150 | 219.35 | 32,902.5 |
| 96 | 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 | 50 | 865.8 | 43,290 |
| 97 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 50 | 45.2 | 2,260 |
| 98 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 400 | 36.6 | 14,640 |
| 99 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 350 | 414.2 | 1,44,970 |
| 100 | Cement concrete prepared with batch mixing machine | cum | 25 | 9,492.9 | 2,37,322.5 |
| 101 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 70 | 1,011.2 | 70,784 |
| 102 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 103 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,040.85 | 16,326.8 |
| 104 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,500.05 | 7,500.25 |
| 105 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,008.45 | 30,042.25 |
| 106 | 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 |
| 107 | 32 mm dia | Each | 15 | 90.95 | 1,364.25 |
| 108 | 40 mm dia | Each | 20 | 104.35 | 2,087 |
| 109 | Rectangular shape 1500x450 mm | Each | 5 | 1,817.2 | 9,086 |
| 110 | C.P. brass | Each | 5 | 680.8 | 3,404 |
| 111 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 5 | 204.7 | 1,023.5 |
| 112 | 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 | 5 | 600.35 | 3,001.75 |
| 113 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 5 | 13,036.55 | 65,182.75 |
| 114 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 250 | 654.65 | 1,63,662.5 |
| 115 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 150 | 1,223.9 | 1,83,585 |
| 116 | PPR Union 63mm | Each | 5 | 951.35 | 4,756.75 |
| 117 | 25 mm nominal dia Pipes | Metre | 80 | 408.55 | 32,684 |
| 118 | 50 mm nominal dia Pipes | Metre | 100 | 927 | 92,700 |
| 119 | 15 mm nominal dia Pipes | Metre | 60 | 441.15 | 26,469 |
| 120 | 50 mm nominal bore | Each | 20 | 878.25 | 17,565 |
| 121 | 25 mm nominal bore | Each | 20 | 399.15 | 7,983 |
| 122 | 15 mm nominal bore | Each | 20 | 85.2 | 1,704 |
| 123 | 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 | 8000 | 9.7 | 77,600 |
| 124 | 15 mm nominal bore | Each | 30 | 434.2 | 13,026 |
| 125 | 100 mm diameter | Metre | 100 | 375.75 | 37,575 |
| 126 | 150 mm diameter | Metre | 100 | 591.4 | 59,140 |
| 127 | 200 mm diameter | Metre | 50 | 830.4 | 41,520 |
| 128 | 100 mm diameter S.W. pipe | Metre | 100 | 895.5 | 89,550 |
| 129 | 150 mm diameter S.W. pipe | Metre | 100 | 1,095.15 | 1,09,515 |
| 130 | 200 mm diameter S.W. pipe | Metre | 50 | 1,276.7 | 63,835 |
| 131 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 7 | 2,534 | 17,738 |
| 132 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 11,687.1 | 46,748.4 |
| 133 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 360 | 564.8 | 2,03,328 |
| 134 | 300 mm dia | Metre | 30 | 592.05 | 17,761.5 |
| 135 | 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 | 18 | 1,302.3 | 23,441.4 |
| 136 | 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 | 18 | 1,309 | 23,562 |
| 137 | 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 | 18 | 1,309 | 23,562 |
| 138 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 25 | 1,479.25 | 36,981.25 |
| 139 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 25 | 1,213.25 | 30,331.25 |
| 140 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100grams/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 1000 | 25.1 | 25,100 |
| 141 | Frame size 50 x 100 mm | Metre | 50 | 853 | 42,650 |
| 142 | Frame size 50 x 125 mm | Metre | 50 | 973.4 | 48,670 |
| 143 | 35 mm thick | Sqm | 32 | 4,929.8 | 1,57,753.6 |
| 144 | 25 mm thick | Sqm | 25 | 3,530.3 | 88,257.5 |
| 145 | 12 mm thick | Sqm | 20 | 1,543.95 | 30,879 |
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