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Tender Value
₹3.6 Cr
EMD Value
₹3.3 L
Closing Date
6 Apr 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 infrastructure facilities by repair of building, drainage etc & provision of new rooms for W/Lathe & Trg center of BCN ROH Depot, UMB.
OT-320-UMB-2025-26
OT-320-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹3.3 L
6 Apr 2026
13 Mar 2026
23 Mar 2026
122 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 160 | 217.16 | 34,745.6 |
| 2 | All kinds of soil. | cum | 425 | 286.85 | 1,21,911.25 |
| 3 | 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 | 100 | 253.95 | 25,395 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum 1000 | — | 368.65 | 3,68,650 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 6 | 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 | 400 | 7,365.15 | 29,46,060 |
| 7 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 200 | 6,050.65 | 12,10,130 |
| 8 | 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 | 200 | 370.85 | 74,170 |
| 9 | 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 1000 | — | 113.85 | 1,13,850 |
| 10 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 200 | 681.65 | 1,36,330 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 307.95 | 1,23,180 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 766.55 | 3,83,275 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 804.25 | 2,41,275 |
| 15 | Under 20 cm wide | Metre | 400 | 181.9 | 72,760 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 49500 | — | 89.65 | 44,37,675 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 200 | 64.7 | 12,940 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 400 | 8,683.8 | 34,73,520 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 10,306.2 | 12,36,744 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 145 | 688.45 | 99,825.25 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 350 | 6,658.25 | 23,30,387.5 |
| 22 | Second class teak wood | cum | 10 | 1,31,576.95 | 13,15,769.5 |
| 23 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick. (weight not less than 10 kg per sqm) | Sqm | 15 | 275.6 | 4,134 |
| 24 | 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 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 2,818.5 | 1,12,740 |
| 26 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 15 | 2,512.35 | 37,685.25 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 2,015.75 | 2,01,575 |
| 28 | On one side only | Sqm | 200 | 408.05 | 81,610 |
| 29 | 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 | 50 | 401.4 | 20,070 |
| 30 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 50 | 93.65 | 4,682.5 |
| 31 | Kiln seasoned and chemically treated hollock wood | Sqm | 100 | 3,140.15 | 3,14,015 |
| 32 | Fixed to steel windows by welding | Kg 2000 | — | 181 | 3,62,000 |
| 33 | With 12 mm mild steel U beading | Sqm | 50 | 812.4 | 40,620 |
| 34 | 150 mm | Each | 100 | 251.7 | 25,170 |
| 35 | 90 mm | Each | 100 | 22.1 | 2,210 |
| 36 | 250 mm weighing not less than 280 gms | Each | 50 | 51.9 | 2,595 |
| 37 | 150x10 mm | Each | 32 | 232.3 | 7,433.6 |
| 38 | 75 mm | Each | 20 | 333.15 | 6,663 |
| 39 | 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 | 5 | 1,025.65 | 5,128.25 |
| 40 | 250x16 mm | Each | 20 | 234.9 | 4,698 |
| 41 | 200x10 mm | Each | 40 | 90.8 | 3,632 |
| 42 | 125 mm | Each | 30 | 60.05 | 1,801.5 |
| 43 | Twin rubber stopper | Each | 20 | 62.25 | 1,245 |
| 44 | 50x50 mm (base and height) | Metre | 60 | 310.4 | 18,624 |
| 45 | 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 | 50 | 702.6 | 35,130 |
| 46 | 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 | 50 | 3,963.7 | 1,98,185 |
| 47 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm 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 | 150 | 2,563.75 | 3,84,562.5 |
| 48 | 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 1500 | — | 111.95 | 1,67,925 |
| 49 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 300 | 114.65 | 34,395 |
| 50 | M.S. tube | Kg | 450 | 157.15 | 70,717.5 |
| 51 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 50 | 940.3 | 47,015 |
| 52 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,243.5 | 62,175 |
| 53 | 40 mm wide and 4 mm thick | Metre | 50 | 79.5 | 3,975 |
| 54 | 25 mm thick | Sqm | 100 | 1,706.6 | 1,70,660 |
| 55 | 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 | 30 | 2,038.55 | 61,156.5 |
| 56 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 30 | 157.35 | 4,720.5 |
| 57 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | Sqm | 30 | 36.35 | 1,090.5 |
| 58 | Size of Tile 600 x 1200 mm | Sqm 1000 | — | 1,407.05 | 14,07,050 |
| 59 | Size of Tile 600x600 mm | Sqm | 200 | 1,466.5 | 2,93,300 |
| 60 | 1.00 mm thick with zinc coating not less than 275 gm/sqm | Sqm 1000 | — | 1,320.35 | 13,20,350 |
| 61 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 600 | 811.85 | 4,87,110 |
| 62 | 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 | 10 | 266.6 | 2,666 |
| 63 | 110 mm diameter | Metre | 240 | 319.75 | 76,740 |
| 64 | 110 mm bend | Each | 60 | 132 | 7,920 |
| 65 | 110 mm | Each | 200 | 309.5 | 61,900 |
| 66 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 300 | 1,746.25 | 5,23,875 |
| 67 | 1:6 (1 cement: 6 coarse sand) | Sqm 2000 | — | 294.35 | 5,88,700 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm 1250 | — | 339.1 | 4,23,875 |
| 69 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 6000 | — | 162.55 | 9,75,300 |
| 70 | 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 2200 | — | 162.35 | 3,57,170 |
| 71 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm 8000 | — | 158.95 | 12,71,600 |
| 72 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 300 | 61.45 | 18,435 |
| 73 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm 299.65 | — | 55.5 | 16,630.58 |
| 74 | Two or more coats on new work | Sqm | 250 | 131.45 | 32,862.5 |
| 75 | Two or more coats on new work | Sqm | 500 | 115.1 | 57,550 |
| 76 | 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 1200 | — | 123.85 | 1,48,620 |
| 77 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 600 | 577.9 | 3,46,740 |
| 78 | 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 | 100 | 2,928.1 | 2,92,810 |
| 79 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg 1600 | — | 7.45 | 11,920 |
| 80 | In cement mortar | cum 447.82 | — | 1,698.45 | 7,60,599.88 |
| 81 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 830 | 8,277.55 | 68,70,366.5 |
| 82 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 5,781.35 | 86,720.25 |
| 83 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 20 | 10,128.3 | 2,02,566 |
| 84 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 15 | 1,913.75 | 28,706.25 |
| 85 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,040.85 | 30,612.75 |
| 86 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 6 | 3,459.05 | 20,754.3 |
| 87 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 15 | 1,500.05 | 22,500.75 |
| 88 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 89 | 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 | 24 | 299.35 | 7,184.4 |
| 90 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 24 | 6,119.15 | 1,46,859.6 |
| 91 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 92 | 40 mm dia | Each | 2 | 104.35 | 208.7 |
| 93 | Rectangular shape 1500x450 mm | Each | 15 | 1,817.2 | 27,258 |
| 94 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 15 | 942.15 | 14,132.25 |
| 95 | C.P. brass | Each | 15 | 680.8 | 10,212 |
| 96 | 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 | 15 | 146.3 | 2,194.5 |
| 97 | 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 | 30 | 204.7 | 6,141 |
| 98 | 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 | 15 | 573.6 | 8,604 |
| 99 | 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 | 10 | 600.35 | 6,003.5 |
| 100 | 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 | 15 | 13,036.55 | 1,95,548.25 |
| 101 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 15 | 16,100.4 | 2,41,506 |
| 102 | 50 mm nominal dia Pipes | Metre | 60 | 927 | 55,620 |
| 103 | 15 mm nominal dia Pipes | Metre | 50 | 441.15 | 22,057.5 |
| 104 | 20 mm nominal dia Pipes | Metre | 50 | 513.75 | 25,687.5 |
| 105 | 20 mm nominal dia Pipes | Metre | 100 | 275.25 | 27,525 |
| 106 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 107 | 40 mm nominal dia Pipes | Metre | 30 | 559.2 | 16,776 |
| 108 | 50 mm nominal dia Pipes | Metre | 30 | 811.85 | 24,355.5 |
| 109 | 40 mm nominal bore | Each | 2 | 707.3 | 1,414.6 |
| 110 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 111 | 25 mm nominal bore | Each | 4 | 399.15 | 1,596.6 |
| 112 | 150 mm diameter | Each | 15 | 190.1 | 2,851.5 |
| 113 | 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 10000 | — | 9.7 | 97,000 |
| 114 | 15 mm nominal bore | Each | 20 | 434.2 | 8,684 |
| 115 | 15 mm nominal bore | Each | 20 | 715.05 | 14,301 |
| 116 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 117 | 15mm nominal bore | Each | 55 | 500.35 | 27,519.25 |
| 118 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 15 | 136.6 | 2,049 |
| 119 | 450 mm dia RCC pipes. | Metre | 300 | 2,385.5 | 7,15,650 |
| 120 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 121 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 80 | 564.8 | 45,184 |
| 122 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 30 | 1,325.55 | 39,766.5 |
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