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Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
23 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
16 conditions · 4 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.
Similar Nature of work:- " Any Civil engineering work "
13 conditions · 9 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 "06 Months" from the certified date of the completion.
Tenderer should submit Valid electrical license for electrical contract to execute electrical portion of work.
Vadodara Division:- Construction and Improvement of running room at Bharuch, Miyagam and Anand.
DRM-BRC-061-OF-2026-27
DRM-BRC-061-OF-2026-27
Open
Works - General
8 Months
Vadodara, Gujarat
₹0
₹5.5 L
23 Jul 2026
30 Jun 2026
9 Jul 2026
144 items across 3 schedules · ₹4,04,01,497.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1100 | 177.5 | 1,95,250 |
| 2 | 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 | 1000 | 196 | 1,96,000 |
| 3 | 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 | 588 | 700.5 | 4,11,894 |
| 4 | All kinds of soil | cum | 900 | 126.8 | 1,14,120 |
| 5 | All kinds of soil | Sqm | 560 | 34.15 | 19,124 |
| 6 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 560 | 8.95 | 5,012 |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 65 | 93.05 | 6,048.25 |
| 8 | 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 | 40 | 8,340.85 | 3,33,634 |
| 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 | 50 | 7,878.5 | 3,93,925 |
| 10 | 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 | 130 | 7,294.7 | 9,48,311 |
| 11 | Foundations, footings, bases for columns | Sqm | 200 | 392.15 | 78,430 |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 16 | 10,105.1 | 1,61,681.6 |
| 13 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 13 | 8,986.15 | 1,16,819.95 |
| 14 | 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 | 13 | 9,045.75 | 1,17,594.75 |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 22 | 10,852.95 | 2,38,764.9 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 285 | 392.15 | 1,11,762.75 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 960 | 842.5 | 8,08,800 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 880 | 927.25 | 8,15,980 |
| 19 | Shelves (Cast in situ) | Sqm | 28 | 927.25 | 25,963 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 900 | 736.4 | 6,62,760 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 600 | 961.3 | 5,76,780 |
| 22 | Stairs, (excluding landings) except spiral- staircases | Sqm | 125 | 764.95 | 95,618.75 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 951.1 | 19,022 |
| 24 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 22 | 1,028.4 | 22,624.8 |
| 25 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 180 | 384.3 | 69,174 |
| 26 | 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 | 14 | 10,585.9 | 1,48,202.6 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 29000 | 107.85 | 31,27,650 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33500 | 107.85 | 36,12,975 |
| 29 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 120 | 78.4 | 9,408 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180 | 9,504.75 | 17,10,855 |
| 31 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 14 | 9,655.7 | 1,35,179.8 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 350 | 9,860.4 | 34,51,140 |
| 33 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 12 | 10,011.35 | 1,20,136.2 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 17 | 9,689.6 | 1,64,723.2 |
| 35 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 120 | 733.5 | 88,020 |
| 36 | 200 mm wide. | Metre | 25 | 859.75 | 21,493.75 |
| 37 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 235 | 7,132.25 | 16,76,078.75 |
| 39 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 65 | 9,344.35 | 6,07,382.75 |
| 40 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 9,105.95 | 22,76,487.5 |
| 41 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 18 | 9,333.45 | 1,68,002.1 |
| 42 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 150 | 1,105.8 | 1,65,870 |
| 43 | 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 | 105 | 8,333.65 | 8,75,033.25 |
| 44 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 45 | Area of slab over 0.50 sqm | Sqm | 160 | 5,136.3 | 8,21,808 |
| 46 | Area of slab upto 0.50 sqm | Sqm | 80 | 4,170.7 | 3,33,656 |
| 47 | Area of slab over 0.50 sqm | Sqm | 120 | 3,848.7 | 4,61,844 |
| 48 | 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 | 400 | 1,267.95 | 5,07,180 |
| 49 | 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 | 140 | 5,015.05 | 7,02,107 |
| 50 | Second class teak wood | cum | 5 | 1,42,949.7 | 7,14,748.5 |
| 51 | 35 mm thick shutters | Sqm | 25 | 4,111.95 | 1,02,798.75 |
| 52 | Second class teak wood | Sqm | 10 | 3,323.2 | 33,232 |
| 53 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,473.85 | 1,38,954 |
| 54 | Fixed to steel windows by welding | Kg | 460 | 219.1 | 1,00,786 |
| 55 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 70 | 228.85 | 16,019.5 |
| 56 | 300x16 mm | Each | 35 | 216.55 | 7,579.25 |
| 57 | 250x10 mm | Each | 35 | 83.9 | 2,936.5 |
| 58 | 125 mm | Each | 35 | 39.95 | 1,398.25 |
| 59 | 100x75x4 mm | Each | 20 | 115.4 | 2,308 |
| 60 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 61 | 250x10 mm | Each | 18 | 115.15 | 2,072.7 |
| 62 | 125 mm | Each | 18 | 66.25 | 1,192.5 |
| 63 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 | 40 | 570.95 | 22,838 |
| 64 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 40 | 3,720.75 | 1,48,830 |
| 65 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 | Sqm | 40 | 1,031.5 | 41,260 |
| 66 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 500 | 117.35 | 58,675 |
| 67 | 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 | 1100 | 133.7 | 1,47,070 |
| 68 | Electric resistance or induction butt welded tubes | Kg | 650 | 194.4 | 1,26,360 |
| 69 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 15 | 226 | 3,390 |
| 70 | 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 | 140 | 772.4 | 1,08,136 |
| 71 | Light shade pigment using white cement | Sqm | 200 | 1,402 | 2,80,400 |
| 72 | Acid and alkali resistant tile | Sqm | 10 | 1,738.15 | 17,381.5 |
| 73 | Acid and alkali resistant tile | Sqm | 10 | 1,884.9 | 18,849 |
| 74 | 25 mm thick | Sqm | 90 | 1,948.25 | 1,75,342.5 |
| 75 | 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 | 50 | 2,354.7 | 1,17,735 |
| 76 | 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 | 180 | 1,096.55 | 1,97,379 |
| 77 | Size of Tile 600x600 mm | Sqm | 500 | 1,553.45 | 7,76,725 |
| 78 | Size of Tile 800 x 800 mm | Sqm | 100 | 1,534.85 | 1,53,485 |
| 79 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 130 | 4,481.3 | 5,82,569 |
| 80 | 110 mm diameter | Metre | 135 | 377.4 | 50,949 |
| 81 | 110x110x110 mm | Each | 45 | 234.15 | 10,536.75 |
| 82 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 83 | 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 | 160 | 738.65 | 1,18,184 |
| 84 | Ridges plain (500 - 600mm) | Metre | 65 | 532.35 | 34,602.75 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm | 1650 | 333.35 | 5,50,027.5 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 825 | 383 | 3,15,975 |
| 87 | 1:3 (1 cement : 3 fine sand) | Sqm | 560 | 300.45 | 1,68,252 |
| 88 | 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 | 850 | 193.7 | 1,64,645 |
| 89 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 800 | 226.25 | 1,81,000 |
| 90 | 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 | 340 | 1,162.25 | 3,95,165 |
| 91 | 15 mm wide and 15 mm deep groove | Metre | 105 | 75.15 | 7,890.75 |
| 92 | 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 | 390 | 156.05 | 60,859.5 |
| 93 | Two coats | Sqm | 1900 | 137.45 | 2,61,155 |
| 94 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 14 | 2,434.25 | 34,079.5 |
| 95 | 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 | 14 | 3,551.25 | 49,717.5 |
| 96 | In cement mortar | cum | 14 | 2,060.2 | 28,842.8 |
| 97 | 53 mm to 22.4 mm size stone aggregate | cum | 115 | 1,842.3 | 2,11,864.5 |
| 98 | Stone screening 11.2 mm nominal size (Type B) | cum | 40 | 2,247.75 | 89,910 |
| 99 | Cement concrete prepared with batch mixing machine | cum | 6 | 10,529.35 | 63,176.1 |
| 100 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 210 | 11,098.45 | 23,30,674.5 |
| 101 | Minimum thickness 15 cm | cum | 120 | 1,514.4 | 1,81,728 |
| 102 | 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 | 80 | 747.8 | 59,824 |
| 103 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 140 | 972 | 1,36,080 |
| 104 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 25 | 10,117.6 | 2,52,940 |
| 105 | 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 | 75 | 2,017.6 | 1,51,320 |
| 106 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 107 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 108 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 3,169.05 | 31,690.5 |
| 109 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 15 | 1,151.9 | 17,278.5 |
| 110 | 15 mm dia nominal bore | Metre | 120 | 366.4 | 43,968 |
| 111 | 25 mm dia nominal bore | Metre | 80 | 467.75 | 37,420 |
| 112 | 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 |
| 113 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 114 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 1 | 523.8 | 523.8 |
| 115 | 300 mm dia. R.C.C. pipe | Metre | 150 | 994.3 | 1,49,145 |
| 116 | Rectangular shape 600x450 mm internal dimensions | Each | 7 | 1,437.65 | 10,063.55 |
| 117 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 7 | 787 | 5,509 |
| 118 | For pipes 100 to 250 mm diameter | Each | 7 | 810.45 | 5,673.15 |
| 119 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 26,861.9 | 1,34,309.5 |
| 120 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 85 | 495.05 | 42,079.25 |
| 121 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 122 | 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 | 50 | 1,509.8 | 75,490 |
| 123 | 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 | 40 | 1,538.25 | 61,530 |
| 124 | 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 | 40 | 1,538.25 | 61,530 |
| Schedule total | ₹3,95,82,232.25 | ||||
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