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Tender Value
₹15.5 Cr
EMD Value
₹9.3 L
Closing Date
30 Mar 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
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 Steel Fabrication Work."
12 conditions · 8 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.
Vadodara Division: Improvement of Nadiad & Ranoli Goods sheds.
DRM-BRC-196-OF-2025-26
DRM-BRC-196-OF-2025-26
Open
Works - General
12 Months
Vadodara, Gujarat
₹0
₹9.3 L
30 Mar 2026
3 Mar 2026
16 Mar 2026
149 items across 3 schedules · ₹22,73,73,231 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 2311 | — | 177.5 | 4,10,202.5 |
| 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 | 470 | 196 | 92,120 |
| 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 2822 | — | 700.5 | 19,76,811 |
| 4 | All kinds of soil | cum | 258 | 126.8 | 32,714.4 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 47 | 2,123.75 | 99,816.25 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 609 | 7,878.5 | 47,98,006.5 |
| 7 | 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 | 493 | 7,294.7 | 35,96,287.1 |
| 8 | 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 | 3 | 9,045.75 | 27,137.25 |
| 9 | 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 | 61 | 10,852.95 | 6,62,029.95 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1350 | — | 392.15 | 5,29,402.5 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 2008 | — | 842.5 | 16,91,740 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 770 | 927.25 | 7,13,982.5 |
| 13 | Shelves (Cast in situ) | Sqm | 20 | 927.25 | 18,545 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1025 | — | 736.4 | 7,54,810 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 2073 | — | 961.3 | 19,92,774.9 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 40 | 764.95 | 30,598 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 60 | 841.95 | 50,517 |
| 18 | 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 | 61 | 10,585.9 | 6,45,739.9 |
| 19 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces 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 | 8 | 20,355.8 | 1,62,846.4 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 209333 | — | 107.85 | 2,25,76,564.05 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 90280 | — | 107.85 | 97,36,698 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 1146 | — | 9,504.75 | 1,08,92,443.5 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 596 | 9,860.4 | 58,76,798.4 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 2420 | — | 733.5 | 17,75,070 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 264 | 7,132.25 | 18,82,914 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 9,105.95 | 13,65,892.5 |
| 27 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 5 | 1,123.8 | 5,619 |
| 28 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 368 | 8,752.55 | 32,20,938.4 |
| 29 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 20 | 7,197.75 | 1,43,955 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 294 | 5,413.5 | 15,91,569 |
| 31 | Area of slab over 0.50 sqm | Sqm | 191 | 5,136.3 | 9,81,033.3 |
| 32 | Granite of any colour and shade | Sqm | 40 | 3,617.55 | 1,44,702 |
| 33 | 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 | 160 | 1,267.95 | 2,02,872 |
| 34 | Second class teak wood | cum | 3 | 1,42,949.7 | 4,28,849.1 |
| 35 | 35 mm thick shutters | Sqm | 20 | 4,111.95 | 82,239 |
| 36 | Second class teak wood | Sqm | 55 | 3,323.2 | 1,82,776 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 53 | 3,167.95 | 1,67,901.35 |
| 38 | Fixed to steel windows by welding | Kg | 550 | 219.1 | 1,20,505 |
| 39 | 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 | 40 | 228.85 | 9,154 |
| 40 | 300x16 mm | Each | 40 | 216.55 | 8,662 |
| 41 | 250x16 mm | Each | 2 | 193.7 | 387.4 |
| 42 | 250x10 mm | Each | 50 | 83.9 | 4,195 |
| 43 | 200x10 mm | Each | 2 | 69.4 | 138.8 |
| 44 | 150x10 mm | Each | 12 | 59.45 | 713.4 |
| 45 | 125 mm | Each | 45 | 39.95 | 1,797.75 |
| 46 | 75 mm | Each | 10 | 29.7 | 297 |
| 47 | 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 | 65 | 570.95 | 37,111.75 |
| 48 | 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 | 25 | 3,720.75 | 93,018.75 |
| 49 | Decorative finish (wood grained finish) | Sqm | 104 | 4,713.05 | 4,90,157.2 |
| 50 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 184 | 10,993.55 | 20,22,813.2 |
| 51 | 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 21630 | — | 117.35 | 25,38,280.5 |
| 52 | 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 252270 | — | 133.7 | 3,37,28,499 |
| 53 | Hot finished welded type tubes | Kg 135970 | — | 194.4 | 2,64,32,568 |
| 54 | 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 | 20 | 226 | 4,520 |
| 55 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1517 | — | 97.2 | 1,47,452.4 |
| 56 | Providing and fixing bolts including nuts and washers complete. | Kg | 500 | 159.35 | 79,675 |
| 57 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 4185 | — | 172.6 | 7,22,331 |
| 58 | 4.0 mm thick glass panes | Sqm | 40 | 1,064.65 | 42,586 |
| 59 | 25 mm thick | Sqm 1205 | — | 1,948.25 | 23,47,641.25 |
| 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in 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 | 178 | 1,096.55 | 1,95,185.9 |
| 61 | Size of Tile 600x600 mm | Sqm | 640 | 1,553.45 | 9,94,208 |
| 62 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 20 | 1,087.65 | 21,753 |
| 63 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 108 | 980.5 | 1,05,894 |
| 64 | 75 mm diameter | Metre | 327 | 248.8 | 81,357.6 |
| 65 | 110 mm diameter | Metre 1450 | — | 377.4 | 5,47,230 |
| 66 | 75 mm | Each | 160 | 91.7 | 14,672 |
| 67 | 110 mm | Each | 200 | 136.15 | 27,230 |
| 68 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 69 | 75 mm bend | Each | 162 | 105.9 | 17,155.8 |
| 70 | 110 mm bend | Each | 244 | 150.35 | 36,685.4 |
| 71 | 75 mm Shoe | Each | 80 | 93.1 | 7,448 |
| 72 | 110 mm Shoe | Each | 134 | 131.85 | 17,667.9 |
| 73 | 2 mm thick flat | Sqm | 200 | 1,245.65 | 2,49,130 |
| 74 | 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 8993 | — | 738.65 | 66,42,679.45 |
| 75 | Ridges plain (500 - 600mm) | Metre 1009 | — | 532.35 | 5,37,141.15 |
| 76 | Gutter (600 mm over all girth) | Metre 1273 | — | 1,313.7 | 16,72,340.1 |
| 77 | 1:6 (1 cement: 6 fine sand) | Sqm 1465 | — | 333.35 | 4,88,357.75 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 806 | 383 | 3,08,698 |
| 79 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 95 | 518.55 | 49,262.25 |
| 80 | 1:3 (1 cement : 3 fine sand) | Sqm | 430 | 300.45 | 1,29,193.5 |
| 81 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1700 | — | 262.7 | 4,46,590 |
| 82 | 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 1165 | — | 193.7 | 2,25,660.5 |
| 83 | New work (two or more coats) | Sqm | 340 | 54.4 | 18,496 |
| 84 | Two or more coats on new work | Sqm 2560 | — | 155.9 | 3,99,104 |
| 85 | Two or more coats on new work | Sqm 15869 | — | 146.8 | 23,29,569.2 |
| 86 | 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 | 180 | 156.05 | 28,089 |
| 87 | Two coats | Sqm 1918 | — | 137.45 | 2,63,629.1 |
| 88 | One or more coats on old work | Sqm 7625 | — | 102.8 | 7,83,850 |
| 89 | 150 mm | Each | 2 | 70.55 | 141.1 |
| 90 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 808 | 2,434.25 | 19,66,874 |
| 91 | In cement mortar | cum | 34 | 2,060.2 | 70,046.8 |
| 92 | 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 55200 | — | 5.65 | 3,11,880 |
| 93 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 94 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm 6000 | — | 266.45 | 15,98,700 |
| 95 | G.S. Sheet | Sqm | 900 | 164.95 | 1,48,455 |
| 96 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm 6470 | — | 56.35 | 3,64,584.5 |
| 97 | 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 1143 | — | 218.9 | 2,50,202.7 |
| 98 | 63 mm to 45 mm size stone aggregate | cum 2022 | — | 1,636.05 | 33,08,093.1 |
| 99 | Stone screening 11.2 mm nominal size (Type B) | cum | 450 | 2,247.75 | 10,11,487.5 |
| 100 | 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 | 320 | 1,046.95 | 3,35,024 |
| 101 | With road roller/ hand roller | Sqm 8130 | — | 24.45 | 1,98,778.5 |
| 102 | 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 | 878 | 7,993.8 | 70,18,556.4 |
| 103 | Cement concrete prepared with batch mixing machine | cum 2070 | — | 10,529.35 | 2,17,95,754.5 |
| 104 | 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 1436 | — | 9,823.8 | 1,41,06,976.8 |
| 105 | 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 1093 | — | 2,914.3 | 31,85,329.9 |
| 106 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 380 | 3,081.95 | 11,71,141 |
| 107 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 108 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 109 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 7 | 6,258.75 | 43,811.25 |
| 110 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,301.75 | 18,414 |
| 111 | Orissa pattern W.C. pan of size 580x440 mm | Each | 6 | 3,169.05 | 19,014.3 |
| 112 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 8 | 1,151.9 | 9,215.2 |
| 113 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Metre | 10 | 964.25 | 9,642.5 |
| 114 | 15 mm nominal dia Pipes | Metre | 45 | 497.8 | 22,401 |
| 115 | 25 mm nominal dia Pipes | Metre | 65 | 627.25 | 40,771.25 |
| 116 | 15 mm nominal dia Pipes | Metre | 5 | 244.7 | 1,223.5 |
| 117 | 20 mm nominal dia Pipes | Metre | 320 | 274.3 | 87,776 |
| 118 | 25 mm nominal dia Pipes | Metre | 810 | 355.4 | 2,87,874 |
| 119 | 50 mm nominal dia Pipes | Metre | 700 | 794.25 | 5,55,975 |
| 120 | 50 mm dia nominal bore | Metre | 25 | 1,048.35 | 26,208.75 |
| 121 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 122 | 25 mm dia nominal bore | Metre | 200 | 467.75 | 93,550 |
| 123 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per 7500 Litre | — | 11 | 82,500 |
| 124 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 125 | 15 mm nominal bore | Each | 25 | 798.95 | 19,973.75 |
| 126 | 15 mm nominal bore | Each | 25 | 670.45 | 16,761.25 |
| 127 | 15mm nominal bore | Each | 25 | 574.3 | 14,357.5 |
| 128 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 96 | 176.85 | 16,977.6 |
| 129 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 118.5 | 2,370 |
| 130 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 20 | 523.8 | 10,476 |
| 131 | 200 mm diameter | Metre | 10 | 970.35 | 9,703.5 |
| 132 | 150 mm dia. R.C.C. pipe | Metre | 240 | 556.45 | 1,33,548 |
| 133 | 300 mm dia. R.C.C. pipe | Metre | 20 | 994.3 | 19,886 |
| 134 | Rectangular shape 600x450 mm internal dimensions | Each | 4 | 1,437.65 | 5,750.6 |
| 135 | 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 | 8 | 787 | 6,296 |
| 136 | For pipes 100 to 250 mm diameter | Each | 4 | 810.45 | 3,241.8 |
| 137 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 26,861.9 | 1,07,447.6 |
| 138 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 600 | 495.05 | 2,97,030 |
| 139 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| 140 | 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 | 10 | 1,509.8 | 15,098 |
| 141 | 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 | 10 | 1,538.25 | 15,382.5 |
| 142 | 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 | 10 | 1,538.25 | 15,382.5 |
| 143 | Frame size 65 x 100 mm | Metre | 46 | 1,111.3 | 51,119.8 |
| 144 | 30 mm thick | Sqm | 10 | 4,764.2 | 47,642 |
| Schedule total | ₹22,41,09,951 | ||||
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IRSGCCApril-2022.pdf
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AdvancecorrectionslipNo01to10GCCApril2022.pdf
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Annexure-VIB.pdf
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Annexure-F.pdf
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JPOSTDepartment.pdf
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Dainikkaaryanishpaadananumatipatra.pdf
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Recommendedmakermanufacturerofcivilmaterials.pdf Manufacturer of civil materials
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ImplementationofContractore-MB.pdf
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196SpecialCondition.pdf
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