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Tender Value
₹8.4 Cr
EMD Value
₹16.9 L
Closing Date
17 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: Any civil work other than track work.
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.
Soft Up gradation/Improvement of Ambala Railway Station.
OT-325-UMB-2025-26
OT-325-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹16.9 L
17 Apr 2026
27 Mar 2026
3 Apr 2026
212 items across 3 schedules · ₹7,68,88,775.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1500 | 217.16 | 3,25,740 |
| 2 | All kinds of soil. | cum | 1200 | 286.85 | 3,44,220 |
| 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 | 300 | 253.95 | 76,185 |
| 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 | 200 | 368.65 | 73,730 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 30 | 2,161.2 | 64,836 |
| 6 | All kinds of soil | Sqm | 2500 | 28.15 | 70,375 |
| 7 | 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 | 120 | 7,365.15 | 8,83,818 |
| 8 | 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 | 650 | 6,326.05 | 41,11,932.5 |
| 9 | 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 | 60 | 9,375.2 | 5,62,512 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 307.95 | 76,987.5 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 175 | 669.55 | 1,17,171.25 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 766.55 | 61,324 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 90 | 608.35 | 54,751.5 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 110 | 804.25 | 88,467.5 |
| 15 | 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 |
| 16 | Under 20 cm wide | Metre | 2000 | 181.9 | 3,63,800 |
| 17 | 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 | 150 | 9,673.5 | 14,51,025 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 89.65 | 17,93,000 |
| 19 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 155 | 64.7 | 10,028.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 350 | 8,683.8 | 30,39,330 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 470 | 10,306.2 | 48,43,914 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 900 | 688.45 | 6,19,605 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 6,658.25 | 19,97,475 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 2300 | 1,018.05 | 23,41,515 |
| 25 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 300 | 86.45 | 25,935 |
| 26 | Area of slab over 0.50 sqm | Sqm | 200 | 2,639.45 | 5,27,890 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 200 | 4,679.35 | 9,35,870 |
| 28 | Area of slab over 0.50 sqm | Sqm | 240 | 4,425.35 | 10,62,084 |
| 29 | Marble work | Metre | 120 | 244.9 | 29,388 |
| 30 | Granite work | Metre | 32.92 | 418.85 | 13,788.54 |
| 31 | Metre | 150 | 475.55 | 71,332.5 | |
| 32 | Each | 2 | 808.15 | 1,616.3 | |
| 33 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 100 | 2,459.7 | 2,45,970 |
| 34 | White sand stone - 30mm thick gang saw cut stone | Sqm | 100 | 2,577.7 | 2,57,770 |
| 35 | 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 | 2400 | 220 | 5,28,000 |
| 36 | Decorative veneer facings of approved manufacture | Sqm | 400 | 1,645.8 | 6,58,320 |
| 37 | 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 | 680 | 1,063.45 | 7,23,146 |
| 38 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 240 | 4,474.2 | 10,73,808 |
| 39 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 40 | 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 | 50 | 275.6 | 13,780 |
| 41 | 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 | 50 | 148.5 | 7,425 |
| 42 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 2,818.5 | 1,69,110 |
| 43 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 30 | 2,512.35 | 75,370.5 |
| 44 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,015.75 | 1,00,787.5 |
| 45 | 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 |
| 46 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 50 | 93.65 | 4,682.5 |
| 47 | Kiln seasoned and chemically treated hollock wood | Sqm | 50 | 3,140.15 | 1,57,007.5 |
| 48 | Fixed to steel windows by welding | Kg | 1000 | 181 | 1,81,000 |
| 49 | With 12 mm mild steel U beading | Sqm | 200 | 812.4 | 1,62,480 |
| 50 | 150 mm | Each | 20 | 251.7 | 5,034 |
| 51 | 250x16 mm | Each | 12 | 165.9 | 1,990.8 |
| 52 | 90 mm | Each | 20 | 22.1 | 442 |
| 53 | 250 mm weighing not less than 280 gms | Each | 10 | 51.9 | 519 |
| 54 | 150x10 mm | Each | 32 | 232.3 | 7,433.6 |
| 55 | 75 mm | Each | 10 | 333.15 | 3,331.5 |
| 56 | 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 | 12 | 1,025.65 | 12,307.8 |
| 57 | 250x16 mm | Each | 50 | 234.9 | 11,745 |
| 58 | 200x10 mm | Each | 50 | 90.8 | 4,540 |
| 59 | 125 mm | Each | 50 | 60.05 | 3,002.5 |
| 60 | Twin rubber stopper | Each | 50 | 62.25 | 3,112.5 |
| 61 | 50x50 mm (base and height) | Metre | 25 | 310.4 | 7,760 |
| 62 | 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 | 9 | 702.6 | 6,323.4 |
| 63 | 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 | 5 | 3,963.7 | 19,818.5 |
| 64 | Marine plywood conforming to IS: 710 | Sqm | 120 | 2,100.4 | 2,52,048 |
| 65 | 1.5 mm thick | Sqm | 180 | 890.55 | 1,60,299 |
| 66 | 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 | 12 | 7,249.9 | 86,998.8 |
| 67 | 200 x 19 x 1.9 mm | Each | 24 | 311.8 | 7,483.2 |
| 68 | 125 mm | Each | 24 | 100.45 | 2,410.8 |
| 69 | 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 | 65 | 2,563.75 | 1,66,643.75 |
| 70 | 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 | 22000 | 111.95 | 24,62,900 |
| 71 | 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 | 600 | 114.65 | 68,790 |
| 72 | M.S. tube | Kg | 8000 | 157.15 | 12,57,200 |
| 73 | 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 | 1800 | 612.25 | 11,02,050 |
| 74 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 10 | 940.3 | 9,403 |
| 75 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 6.5 | 1,243.5 | 8,082.75 |
| 76 | 18 mm thick | Sqm | 10 | 570.75 | 5,707.5 |
| 77 | 40 mm wide and 4 mm thick | Metre | 50 | 79.5 | 3,975 |
| 78 | 25 mm thick | Sqm | 1800 | 1,706.6 | 30,71,880 |
| 79 | Red sand stone | Sqm | 150 | 988.35 | 1,48,252.5 |
| 80 | White sand stone | Sqm | 100 | 1,017.8 | 1,01,780 |
| 81 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 20 | 157.35 | 3,147 |
| 82 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | Sqm | 20 | 36.35 | 727 |
| 83 | Size of Tile 600x600 mm | Sqm | 250 | 1,416.65 | 3,54,162.5 |
| 84 | Size of Tile 600 x 1200 mm | Sqm | 600 | 1,407.05 | 8,44,230 |
| 85 | Size of Tile 600x600 mm | Sqm | 20 | 1,466.5 | 29,330 |
| 86 | 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 | 40 | 266.6 | 10,664 |
| 87 | Flat surfaces | Sqm | 300 | 1,421.25 | 4,26,375 |
| 88 | Curved surfaces | Sqm | 600 | 1,708.05 | 10,24,830 |
| 89 | 110 mm diameter | Metre | 90 | 319.75 | 28,777.5 |
| 90 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 91 | 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 | 6000 | 671.55 | 40,29,300 |
| 92 | 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 | 200 | 1,746.25 | 3,49,250 |
| 93 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main T runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross T of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main T at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. | Sqm | 200 | 1,718.7 | 3,43,740 |
| 94 | 1:4 (1 cement: 4 coarse sand) | Sqm | 3000 | 307.25 | 9,21,750 |
| 95 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1280 | 339.1 | 4,34,048 |
| 96 | 1:4 (1 cement: 4 fine sand) | Sqm | 50 | 406.1 | 20,305 |
| 97 | 20 mm cement plaster | Sqm | 50 | 507.85 | 25,392.5 |
| 98 | 1:3 (1 cement : 3 fine sand) | Sqm | 400 | 253.05 | 1,01,220 |
| 99 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 214.3 | 4,28,600 |
| 100 | New work (three or more coats) | Sqm | 299 | 32.45 | 9,702.55 |
| 101 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1000 | 162.55 | 1,62,550 |
| 102 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 1000 | 245 | 2,45,000 |
| 103 | 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 | 1100 | 162.35 | 1,78,585 |
| 104 | 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 | 1500 | 158.95 | 2,38,425 |
| 105 | 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 |
| 106 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 302.07 | 55.5 | 16,764.89 |
| 107 | Two or more coats on new work | Sqm | 250 | 131.45 | 32,862.5 |
| 108 | Two or more coats on new work | Sqm | 100 | 115.1 | 11,510 |
| 109 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | Sqm | 100 | 985.45 | 98,545 |
| 110 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. | Metre | 100 | 88.7 | 8,870 |
| 111 | Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. | Sqm | 100 | 82.95 | 8,295 |
| 112 | Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - I & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete | Sqm | 100 | 363.45 | 36,345 |
| 113 | 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 | 1800 | 123.85 | 2,22,930 |
| 114 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. | Sqm | 1000 | 191.4 | 1,91,400 |
| 115 | Old work (One or more coats) applied @ 1.82 ltr/10 sqm. | Sqm | 2000 | 118.85 | 2,37,700 |
| 116 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer- in-Charge. | Each | 6 | 110.7 | 664.2 |
| 117 | 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 | 1200 | 615 | 7,38,000 |
| 118 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 600 | 2,007.1 | 12,04,260 |
| 119 | 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 | 120 | 2,928.1 | 3,51,372 |
| 120 | In cement mortar | cum | 50 | 1,698.45 | 84,922.5 |
| 121 | For thickness of tiles 10 mm to 25 mm | Sqm | 350 | 60.5 | 21,175 |
| 122 | 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 1600.22 | — | 45.05 | 72,089.91 |
| 123 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 200.3 | 46.5 | 9,313.95 |
| 124 | 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 | 1200 | 219.35 | 2,63,220 |
| 125 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 500 | 303.65 | 1,51,825 |
| 126 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 250 | 7,756.4 | 19,39,100 |
| 127 | Overhead informatory road signage | Sqm | 120 | 5,609.55 | 6,73,146 |
| 128 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 1200 | 623.8 | 7,48,560 |
| 129 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 120 | 8,613.55 | 10,33,626 |
| 130 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 500 | 901.65 | 4,50,825 |
| 131 | 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 | 1000 | 8,277.55 | 82,77,550 |
| 132 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 800 | 1,719 | 13,75,200 |
| 133 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 5,781.35 | 69,376.2 |
| 134 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 12 | 10,128.3 | 1,21,539.6 |
| 135 | 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 |
| 136 | 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 |
| 137 | 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 |
| 138 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 139 | 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 |
| 140 | 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 |
| 141 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 142 | 40 mm dia | Each | 2 | 104.35 | 208.7 |
| 143 | Rectangular shape 1500x450 mm | Each | 15 | 1,817.2 | 27,258 |
| 144 | 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 |
| 145 | C.P. brass | Each | 15 | 680.8 | 10,212 |
| 146 | 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 |
| 147 | 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 | 15 | 204.7 | 3,070.5 |
| 148 | 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 | 15 | 600.35 | 9,005.25 |
| 149 | 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 | 8 | 13,036.55 | 1,04,292.4 |
| 150 | 50 mm nominal dia Pipes | Metre | 60 | 927 | 55,620 |
| 151 | 15 mm dia nominal bore | Metre | 300 | 485.2 | 1,45,560 |
| 152 | 20 mm dia nominal bore | Metre | 400 | 541.1 | 2,16,440 |
| 153 | 15 mm dia nominal bore | Metre | 300 | 267.5 | 80,250 |
| 154 | 20 mm dia nominal bore | Metre | 400 | 315.35 | 1,26,140 |
| 155 | 40 mm dia nominal bore | Metre | 600 | 558.35 | 3,35,010 |
| 156 | 50 mm dia nominal bore | Metre | 300 | 654.2 | 1,96,260 |
| 157 | 65 mm dia nominal bore | Metre | 150 | 768.6 | 1,15,290 |
| 158 | 80 mm dia nominal bore | Metre | 200 | 919.1 | 1,83,820 |
| 159 | 25 to 40 mm nominal bore | Each | 20 | 757.1 | 15,142 |
| 160 | 50 to 80 mm nominal bore | Each | 20 | 1,513.7 | 30,274 |
| 161 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 20 | 670.15 | 13,403 |
| 162 | 40 mm nominal bore | Each | 8 | 707.3 | 5,658.4 |
| 163 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 164 | 80 mm nominal bore | Each | 6 | 2,227.6 | 13,365.6 |
| 165 | 25 mm nominal bore | Each | 2 | 399.15 | 798.3 |
| 166 | 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 | 20000 | 9.7 | 1,94,000 |
| 167 | 15 mm nominal bore | Each | 50 | 434.2 | 21,710 |
| 168 | 15 mm nominal bore | Each | 50 | 715.05 | 35,752.5 |
| 169 | 15 mm nominal bore | Each | 50 | 594.75 | 29,737.5 |
| 170 | 15mm nominal bore | Each | 110 | 500.35 | 55,038.5 |
| 171 | 450 mm dia RCC pipes. | Metre | 250 | 2,720 | 6,80,000 |
| 172 | 600 mm dia RCC pipes. | Metre | 210 | 3,519.85 | 7,39,168.5 |
| 173 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 60 | 4,540.7 | 2,72,442 |
| 174 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 120 | 14,275.75 | 17,13,090 |
| 175 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge. | Sqm | 2000 | 482.05 | 9,64,100 |
| 176 | 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 | 100 | 1,213.25 | 1,21,325 |
| Schedule total | ₹7,52,88,271.99 | ||||
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