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Tender Value
₹40.2 Cr
EMD Value
₹80.4 L
Closing Date
13 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
15 conditions · 3 needing a document upload
Financial Eligibility Criteria:- 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-VIB , along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
All rates are inclusive of GST and bidders should be registered in GST.
Technical Eligibility Criteria:(a) The tenderer must have successfully completed or substantially completed (Which should have been issued not prior to 60 days of date of invitation of present tender) any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
15 conditions · 11 needing a document upload
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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / HUF etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.(Para 14.1 (see Page-17 of GCC, April-2022) & Tenderer shall submit the documents in support of their constitution of the firm as per Para 14 of GCC, April-2022 (See Page-17 to 19).
As per instructions please attach proforma of ANNEXURE V-A this certificate is to be given by attorney/authorized signatory/each member of partnership firm / Joint Venture (JV)/ Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.) Non submission of above certificate (s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent up on the tenderer to identify, state and submit the supporting documents duly self-attested / digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document. Proforma is available in uploaded documents.
Certificate of Information regarding Employment/Partnership etc. of Retired Railway Employees with the tender as per the attached Performa. As per clause No 16 (a) and (b) of GCC Part-I April 2022 corrected up to date. (As per Para 16 of GCC, April2022 (See Page-19 to 20).
Restrictions on the Employment of Retired Engineers of Railway Services Within One Year of their Retirement: As per Para 59.9, of GCC, April-2022 (see Page-91).
Certificate of NO Relative being an employee of Western Railway as per attached Performa.
The tenderer should upload the scan copy of EPFO and ESI registration number. However EPFO and ESI registration would be mandatory and documents towards EPFO and ESI registration must be submitted before execution of the agreement.
In case of Bid Security in the form of Bank Guarantee, the same should be in favor of Sr. DFM Vadodara with the tender for due performance with the stipulation to keep the offer open till such date as specified in the tender, under condition of tender. (GCC April 2022 Part I Instructions to tenderers (ITT) para 5 Bid Security (1) (a,b,c),(2) (3)(i-viii). As per ACS 2 issued vide Rly. Board letter No.2022/CEI/ CT/GCC-2022/Policy date 13.12.2022: (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. As pr ACS 5 RB No. 2022/CE-I/CT/GCC-2022/Policy date 20.10.2023:- Para 5(3) 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 bid.(i.e. excluding the last date of submission of bids).
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. As par Para 15 of GCC, April-2022 (see Page-19).
Maintenance period for the work is "The maintenance/warranty period in Civil Engineering works is six months after which the Security Deposit shall be released. FDR for the proportionate amount of schedule of S/I/T/C of lifts can be taken from the successful tenderer after completion of the maintenance/warranty period of Civil Engineering works. The maintenance/warranty period for S/I/T/C of lifts is twenty-four months after which the Security Deposit shall be released. This FDR shall be released after successful completion of the maintenance/ warranty period of lifts" from the certified date of the completion.
Tenderer should submit Valid electrical license for electrical contract to execute electrical portion of work.
Being a tender having advertised value more than Rs. 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender as per Annexure-VI, Part-I of GCC April-2022 Correction Slip No.1 (Copy attached)
The tenderer should submit a MEMORANDUM OF UNDERSTANDING (MoU) in connection with the composite tender of the Civil and Electrical Departments for the provision of lifts (if the tenderer/contractor is not an OEM of the lift) (To be executed on notarized non-judicial stamp paper of a minimum of Rs. 500/- ). (A copy of the MOU in the prescribed format is attached in the documents).
Vadodara (P):- Improvement of facade, circulating area, passenger amenities, Recoupment of shortfalls of Divyangan facilities as per new guidelines and provision of lift and Vishvamitri - Extension of platform No. 1/2 and 3/4.
DRM-BRC-210-OF-2025-26
DRM-BRC-210-OF-2025-26
Open
Works - General
12 Months
Vadodara, Gujarat
₹0
₹80.4 L
13 Apr 2026
18 Mar 2026
30 Mar 2026
232 items across 7 schedules · ₹6,15,61,442.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | Tonne | 30 | 232.31 | 6,969.3 |
| 2 | Beyond 5 km upto 10 km per km | tonne- Km | 150 | 16.47 | 2,470.5 |
| 3 | All kinds of soil | cum | 7150 | 177.5 | 12,69,125 |
| 4 | All kinds of soil. | cum | 3900 | 260.3 | 10,15,170 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 3350 | 352.15 | 11,79,702.5 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 3780 | 196 | 7,40,880 |
| 7 | 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 | 3370 | 700.5 | 23,60,685 |
| 8 | All kinds of soil | cum | 2500 | 126.8 | 3,17,000 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1250 | 2,123.75 | 26,54,687.5 |
| 10 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 1500 | 234.75 | 3,52,125 |
| 11 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 3250 | 38.9 | 1,26,425 |
| 12 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 3700 | 53.45 | 1,97,765 |
| 13 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 9250 | 310.05 | 28,67,962.5 |
| 14 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 3350 | 43 | 1,44,050 |
| 15 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 2350 | 279.7 | 6,57,295 |
| 16 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 180 | 8,340.85 | 15,01,353 |
| 17 | 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 | 788 | 7,878.5 | 62,08,258 |
| 18 | 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 | 16 | 7,294.7 | 1,16,715.2 |
| 19 | 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 | 6,812 | 5,44,960 |
| 20 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 165 | 10,357.55 | 17,08,995.75 |
| 21 | Foundations, footings, bases for columns | Sqm | 478 | 392.15 | 1,87,447.7 |
| 22 | 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 | 20 | 9,045.75 | 1,80,915 |
| 23 | 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 | 830 | 10,852.95 | 90,07,948.5 |
| 24 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5895 | 392.15 | 23,11,724.25 |
| 25 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 5880 | 842.5 | 49,53,900 |
| 26 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 8800 | 927.25 | 81,59,800 |
| 27 | Shelves (Cast in situ) | Sqm | 1450 | 927.25 | 13,44,512.5 |
| 28 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1950 | 736.4 | 14,35,980 |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3234 | 961.3 | 31,08,844.2 |
| 30 | Stairs, (excluding landings) except spiral-staircases | Sqm | 250 | 764.95 | 1,91,237.5 |
| 31 | Chimneys and shafts | Sqm | 4000 | 803.25 | 32,13,000 |
| 32 | Under 20 cm wide | Metre | 1050 | 208.55 | 2,18,977.5 |
| 33 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1300 | 384.3 | 4,99,590 |
| 34 | 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 | 580 | 10,585.9 | 61,39,822 |
| 35 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the 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 | 283 | 18,234.95 | 51,60,490.85 |
| 36 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 265250 | 107.85 | 2,86,07,212.5 |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 241750 | 107.85 | 2,60,72,737.5 |
| 38 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 2800 | 9,504.75 | 2,66,13,300 |
| 39 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1000 | 9,655.7 | 96,55,700 |
| 40 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 2860 | 9,860.4 | 2,82,00,744 |
| 41 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1100 | 10,011.35 | 1,10,12,485 |
| 42 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2490 | 733.5 | 18,26,415 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3700 | 7,132.25 | 2,63,89,325 |
| 44 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 1650 | 1,123.8 | 18,54,270 |
| 45 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1150 | 9,095.05 | 1,04,59,307.5 |
| 46 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 10 | 8,752.55 | 87,525.5 |
| 47 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 3350 | 8,333.65 | 2,79,17,727.5 |
| 48 | Area of slab upto 0.50 sqm | Sqm | 1382 | 5,413.5 | 74,81,457 |
| 49 | Area of slab over 0.50 sqm | Sqm | 1492 | 5,136.3 | 76,63,359.6 |
| 50 | Granite of any colour and shade | Sqm | 65 | 3,617.55 | 2,35,140.75 |
| 51 | 40 mm thick | Sqm | 100 | 5,542.6 | 5,54,260 |
| 52 | 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 | 5000 | 1,267.95 | 63,39,750 |
| 53 | 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 metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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 items. 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 4750 | 5,015.05 | 2,38,21,487.5 |
| 54 | Second class teak wood | cum | 25 | 1,42,949.7 | 35,73,742.5 |
| 55 | 35 mm thick shutters | Sqm | 225 | 4,111.95 | 9,25,188.75 |
| 56 | 30 mm thick shutters | Sqm | 150 | 3,747.3 | 5,62,095 |
| 57 | Second class teak wood | Sqm | 115 | 3,323.2 | 3,82,168 |
| 58 | 35 mm thick | Sqm | 110 | 4,940.2 | 5,43,422 |
| 59 | 30 mm thick | Sqm | 100 | 4,523.4 | 4,52,340 |
| 60 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 100 | 4,402.85 | 4,40,285 |
| 61 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 3,473.85 | 3,47,385 |
| 62 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 100 | 2,819.25 | 2,81,925 |
| 63 | 50x12 mm | Metre | 1000 | 221.1 | 2,21,100 |
| 64 | Fixed to steel windows by welding | Kg | 500 | 219.1 | 1,09,550 |
| 65 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 12000 | 238.35 | 28,60,200 |
| 66 | 25 mm thick | Sqm | 515 | 1,801.6 | 9,27,824 |
| 67 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 2400 | 12,372.25 | 2,96,93,400 |
| 68 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | Kg | 7150 | 166.8 | 11,92,620 |
| 69 | 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 | 186150 | 133.7 | 2,48,88,255 |
| 70 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 200 | 11,439.6 | 22,87,920 |
| 71 | Hot finished welded type tubes | Kg | 5500 | 194.4 | 10,69,200 |
| 72 | Electric resistance or induction butt welded tubes | Kg | 22700 | 194.4 | 44,12,880 |
| 73 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4060 | 97.2 | 3,94,632 |
| 74 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 13200 | 172.6 | 22,78,320 |
| 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 9700 | 772.4 | 74,92,280 |
| 76 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 375 | 614.2 | 2,30,325 |
| 77 | Medium shade pigment using 50% white cement and 50% ordinary cement | Sqm | 220 | 1,507.1 | 3,31,562 |
| 78 | Dark shade pigment using ordinary cement | Sqm | 315 | 1,442.15 | 4,54,277.25 |
| 79 | 25 mm thick | Sqm | 700 | 1,948.25 | 13,63,775 |
| 80 | 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 | 375 | 2,354.7 | 8,83,012.5 |
| 81 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 625 | 1,096.55 | 6,85,343.75 |
| 82 | Size of Tile 600x600 mm | Sqm | 1765 | 1,553.45 | 27,41,839.25 |
| 83 | Size of Tile 600 x 1200 mm | Sqm | 900 | 1,577.15 | 14,19,435 |
| 84 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 175 | 3,186.7 | 5,57,672.5 |
| 85 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 260 | 4,481.3 | 11,65,138 |
| 86 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 225 | 3,071.05 | 6,90,986.25 |
| 87 | 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 | Sqm | 1715 | 921.95 | 15,81,144.25 |
| 88 | Flat surfaces | Sqm | 1550 | 1,718.95 | 26,64,372.5 |
| 89 | Curved surfaces | Sqm | 525 | 2,067.45 | 10,85,411.25 |
| 90 | 75 mm diameter | Metre | 750 | 248.8 | 1,86,600 |
| 91 | 110 mm diameter | Metre | 3380 | 377.4 | 12,75,612 |
| 92 | 75 mm | Each | 150 | 91.7 | 13,755 |
| 93 | 110 mm | Each | 250 | 136.15 | 34,037.5 |
| 94 | 75 mm | Each | 50 | 93.1 | 4,655 |
| 95 | 110 mm | Each | 60 | 127.6 | 7,656 |
| 96 | 75x75x75 mm | Each | 20 | 164.2 | 3,284 |
| 97 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 98 | 75x75x75 mm | Each | 30 | 144.3 | 4,329 |
| 99 | 110x110x110 mm | Each | 30 | 221.35 | 6,640.5 |
| 100 | 75 mm bend | Each | 100 | 105.9 | 10,590 |
| 101 | 110 mm bend | Each | 470 | 150.35 | 70,664.5 |
| 102 | 75 mm Shoe | Each | 55 | 93.1 | 5,120.5 |
| 103 | 110 mm Shoe | Each | 345 | 131.85 | 45,488.25 |
| 104 | 75 mm | Each | 1470 | 369.85 | 5,43,679.5 |
| 105 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 35 | 738.65 | 25,852.75 |
| 106 | Ridges plain (500 - 600mm) | Metre | 375 | 532.35 | 1,99,631.25 |
| 107 | Gutter (600 mm over all girth) | Metre | 325 | 1,313.7 | 4,26,952.5 |
| 108 | 0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 800 | 1,572.8 | 12,58,240 |
| 109 | 0.91 mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 mm, overall profile width 1250 mm, cover width 1150 mm. | Sqm | 800 | 1,596.45 | 12,77,160 |
| 110 | 0.91 mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm | 350 | 2,335.45 | 8,17,407.5 |
| 111 | 1:4 (1 cement: 4 fine sand) | Sqm | 1125 | 347.05 | 3,90,431.25 |
| 112 | 1:6 (1 cement: 6 fine sand) | Sqm | 3300 | 333.35 | 11,00,055 |
| 113 | 1:6 (1 cement: 6 fine sand) | Sqm | 82 | 383 | 31,406 |
| 114 | 1:4 (1 cement: 4 fine sand) | Sqm | 3200 | 425.55 | 13,61,760 |
| 115 | 20 mm cement plaster | Sqm | 1700 | 587.2 | 9,98,240 |
| 116 | 1:3 (1 cement : 3 fine sand) | Sqm | 5000 | 300.45 | 15,02,250 |
| 117 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 12000 | 185.65 | 22,27,800 |
| 118 | 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 | 13250 | 223.6 | 29,62,700 |
| 119 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 12000 | 171.1 | 20,53,200 |
| 120 | Two or more coats on new work | Sqm | 9080 | 155.9 | 14,15,572 |
| 121 | Two or more coats on new work | Sqm | 31700 | 146.8 | 46,53,560 |
| 122 | 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 | 5250 | 156.05 | 8,19,262.5 |
| 123 | Two coats | Sqm | 1240 | 137.45 | 1,70,438 |
| 124 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 1750 | 547.4 | 9,57,950 |
| 125 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 1000 | 338.25 | 3,38,250 |
| 126 | 2mm (for corrugated roof sheets) | Sqm | 3250 | 498.35 | 16,19,637.5 |
| 127 | 3 mm thick | Sqm | 4250 | 537.45 | 22,84,162.5 |
| 128 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2008 | 2,434.25 | 48,87,974 |
| 129 | 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 | 210 | 3,551.25 | 7,45,762.5 |
| 130 | In cement mortar | cum | 1615 | 2,060.2 | 33,27,223 |
| 131 | Of area 3 sq. metres and below | Each | 20 | 367.2 | 7,344 |
| 132 | R.S. Joists | Kg | 24500 | 3.4 | 83,300 |
| 133 | Channels, angles, tees and flats | Kg | 11500 | 2.3 | 26,450 |
| 134 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 9040 | 5.65 | 51,076 |
| 135 | For thickness of tiles 10 mm to 25 mm | Sqm | 3540 | 73.4 | 2,59,836 |
| 136 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 710 | 113.35 | 80,478.5 |
| 137 | G.S. Sheet | Sqm | 1600 | 164.95 | 2,63,920 |
| 138 | Asbestos Cement sheet | Sqm | 250 | 77.3 | 19,325 |
| 139 | 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 | 2603 | 263.95 | 6,87,061.85 |
| 140 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 150 | 218.9 | 32,835 |
| 141 | 90 mm to 45 mm size stone aggregate | cum | 22 | 2,098.4 | 46,164.8 |
| 142 | 63 mm to 45 mm size stone aggregate | cum | 30 | 1,636.05 | 49,081.5 |
| 143 | 53 mm to 22.4 mm size stone aggregate | cum | 32 | 1,842.3 | 58,953.6 |
| 144 | Stone screening 13.2 mm nominal size (Type A) | cum | 38 | 2,034.35 | 77,305.3 |
| 145 | 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 | 122 | 1,046.95 | 1,27,727.9 |
| 146 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 225 | 48.2 | 10,845 |
| 147 | For 50 mm 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 | 225 | 505.65 | 1,13,771.25 |
| 148 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 225 | 88.55 | 19,923.75 |
| 149 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 335 | 7,993.8 | 26,77,923 |
| 150 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 1000 | 11,098.45 | 1,10,98,450 |
| 151 | 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 | 747.8 | 8,97,360 |
| 152 | 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). | cum | 316 | 9,823.8 | 31,04,320.8 |
| 153 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 540 | 2,914.3 | 15,73,722 |
| 154 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge.. | Metre | 165 | 3,439.5 | 5,67,517.5 |
| 155 | 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 | 220 | 2,017.6 | 4,43,872 |
| 156 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 4650 | 1,091.5 | 50,75,475 |
| 157 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| 158 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 159 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 349.15 | 6,983 |
| 160 | 10 litre capacity - White | Each | 20 | 1,190.65 | 23,813 |
| 161 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 20 | 6,940.75 | 1,38,815 |
| 162 | Flat back wash basin of size 630x450 mm | Each | 20 | 1,339.7 | 26,794 |
| 163 | 32 mm dia | Each | 20 | 119.55 | 2,391 |
| 164 | 40 mm dia | Each | 20 | 119.55 | 2,391 |
| 165 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 20 | 53.25 | 1,065 |
| 166 | Rectangular shape 453x357 mm | Each | 20 | 1,361.8 | 27,236 |
| 167 | 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 | 20 | 1,083.5 | 21,670 |
| 168 | 20 mm nominal dia Pipes | Metre | 1000 | 537.6 | 5,37,600 |
| 169 | 25 mm nominal dia Pipes | Metre | 600 | 627.25 | 3,76,350 |
| 170 | 32 mm nominal dia Pipes | Metre | 300 | 739.3 | 2,21,790 |
| 171 | 20 mm nominal dia Pipes | Metre | 100 | 274.3 | 27,430 |
| 172 | 25 mm nominal dia Pipes | Metre | 250 | 355.4 | 88,850 |
| 173 | 50 mm nominal dia Pipes | Metre | 1000 | 794.25 | 7,94,250 |
| 174 | 80 mm nominal dia Pipes | Metre | 200 | 2,166.35 | 4,33,270 |
| 175 | 100 mm nominal dia Pipes | Metre | 300 | 3,271.7 | 9,81,510 |
| 176 | 15 mm dia nominal bore | Metre | 610 | 322.15 | 1,96,511.5 |
| 177 | 25 mm dia nominal bore | Metre | 610 | 467.75 | 2,85,327.5 |
| 178 | 50 mm dia nominal bore | Metre | 620 | 762.15 | 4,72,533 |
| 179 | 20 mm nominal bore | Each | 20 | 462.5 | 9,250 |
| 180 | 25 mm nominal bore | Each | 20 | 464.05 | 9,281 |
| 181 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 182 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 183 | 15 mm nominal bore | Each | 20 | 670.45 | 13,409 |
| 184 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 185 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 186 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 30 | 176.85 | 5,305.5 |
| 187 | 125 mm nominal dia with 25 mm waste hole | Each | 20 | 51.85 | 1,037 |
| 188 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 20 | 257.6 | 5,152 |
| 189 | 150 mm dia. R.C.C. pipe | Metre | 300 | 556.45 | 1,66,935 |
| 190 | 300 mm dia. R.C.C. pipe | Metre | 700 | 994.3 | 6,96,010 |
| 191 | Rectangular shape 600x450 mm internal dimensions | Each | 20 | 1,437.65 | 28,753 |
| 192 | Square shape 450 mm internal dimensions | Each | 20 | 1,155.45 | 23,109 |
| 193 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 495.05 | 1,48,515 |
| 194 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 250 | 598.6 | 1,49,650 |
| 195 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 400 | 1,176.8 | 4,70,720 |
| 196 | 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 paid separately) | Sqm | 100 | 5,325.9 | 5,32,590 |
| 197 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 300 | 8,042.3 | 24,12,690 |
| 198 | 300 mm dia | Metre | 55 | 707.75 | 38,926.25 |
| 199 | 300 mm dia | Metre | 55 | 825.7 | 45,413.5 |
| 200 | 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 | 20 | 1,509.8 | 30,196 |
| 201 | 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 | 20 | 1,538.25 | 30,765 |
| 202 | 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 | 20 | 1,538.25 | 30,765 |
| 203 | 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. | Sqm | 550 | 1,462.9 | 8,04,595 |
| 204 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 500 | 1,525.6 | 7,62,800 |
| 205 | 6 mm thick | Sqm | 100 | 1,099.35 | 1,09,935 |
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