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Tender Value
₹6.0 Cr
EMD Value
₹12.0 L
Closing Date
2 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of 'V/N' or 'V' whichever is less; where, (GCC -2022 Correction slip No. 1) 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.
The tenderer must have successfully completed or substantially completed 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: As regards "Single Similar Work" "Any Civil Engineering work involving building construction work"
7 conditions · 5 needing a document upload
TENDER FORM (First Sheet) (Ref: page 28 of Tender Booklet /Page 9 & 10 of GCC APRIL 2022).
Documents as per the requirement of financial eligibility criteria (Ref: Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) along with Annexure- VIB at Page 14, 24-25 & 40 of GCC APRIL 2022) and / GCC -2022 Correction slip No. 1 page No. 2 of point A).
Certificate, stating that the tenderer/s are not liable to be disqualified and all their statements / documents submitted along with bid are true and factual, as per Annexure-V (Ref: Para 6.1 of Part-1, Instruction to Tenderers (ITT) at Page 7 & 33-34 of GCC APRIL 2022). In addition to Annexure V , in case of other than company/ proprietary firm, Annexure V ( A) shall also be submitted by the each member of a partnership firm /Joint venture (JV) /Hindu Undivided Family (HUF ) / Limited Lability Partnership firm (LLP ) etc. as the case may be.(advance correction slip No.2 of GCC 2022.)
In case the tenderer is other than Joint Venture (JV) firm, tenderer has to submit all the documents as mentioned in para f of page 4 to 6 of tender document ( Ref: Clause 14 (ii) (a) to (c), (e) to (g), (iv) and 18.10 of TENDER FORM (Second Sheet) at Page 17-18 & 26-27 of GCC APRIL 2022): (A
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.
Work(s) completion certificate(s) as per the requirement of Technical eligibility criteria (Ref: Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022) and / GCC -2022 Correction slip No. 1 page No. 2 of point B).
Construction of portal sub station building at Tunnel face at Wardha end and Yavatmal end at Belona and Karli villages in connection with Wardha-Nanded new BG line project
DYCE-C-WR-03-2026
DYCE-C-WR-03-2026
Open
Works - General
9 Months
Wardha, Maharashtra
₹0
₹12.0 L
2 Jun 2026
6 May 2026
19 May 2026
116 items across 1 schedule · ₹7,95,19,293.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 400 | 177.5 | 71,000 |
| 2 | Ordinary rock | cum | 1350 | 498.9 | 6,73,515 |
| 3 | 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 | 1700 | 196 | 3,33,200 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 20000 | 700.5 | 1,40,10,000 |
| 5 | All kinds of soil | cum | 450 | 126.8 | 57,060 |
| 6 | 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) ) | cum | 70 | 5,639.85 | 3,94,789.5 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 900 | 392.15 | 3,52,935 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1200 | 927.25 | 11,12,700 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 4000 | 736.4 | 29,45,600 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2000 | 961.3 | 19,22,600 |
| 11 | Stairs, (excluding landings) except spiral- staircases | Sqm | 30 | 764.95 | 22,948.5 |
| 12 | Under 20 cm wide | Metre | 300 | 208.55 | 62,565 |
| 13 | Above 20 cm wide | Sqm | 100 | 879.05 | 87,905 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 50 | 951.1 | 47,555 |
| 15 | 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 | 5 | 10,585.9 | 52,929.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 50000 | 107.85 | 53,92,500 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,504.75 | 19,00,950 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 500 | 9,860.4 | 49,30,200 |
| 20 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 500 | 8,752.55 | 43,76,275 |
| 21 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 300 | 1,105.8 | 3,31,740 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 50 | 5,413.5 | 2,70,675 |
| 23 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 24 | Granite work | Metre | 500 | 510.95 | 2,55,475 |
| 25 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 10 | 4,402.85 | 44,028.5 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,392.65 | 23,926.5 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,172.1 | 32,581.5 |
| 28 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 10 | 2,093.7 | 20,937 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 30 | 75x65x4 mm (heavy type) | Each | 40 | 173.4 | 6,936 |
| 31 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 32 | 100x63x3.2 mm | Each | 20 | 96.9 | 1,938 |
| 33 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| 34 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 35 | 200x10 mm | Each | 20 | 99.7 | 1,994 |
| 36 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 37 | 125 mm | Each | 40 | 66.25 | 2,650 |
| 38 | 100 mm | Each | 40 | 59.55 | 2,382 |
| 39 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 40 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 25 | 3,253.8 | 81,345 |
| 41 | 1.0 mm thick | Sqm | 5 | 897.3 | 4,486.5 |
| 42 | 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 |
| 43 | 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 | 1000 | 133.7 | 1,33,700 |
| 44 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,653.2 | 1,82,660 |
| 45 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 253 | 583.3 | 1,47,574.9 |
| 46 | Hot finished welded type tubes | Kg | 500 | 194.4 | 97,200 |
| 47 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 100 | 97.2 | 9,720 |
| 48 | E.R.W. tubes | Kg | 100 | 205.75 | 20,575 |
| 49 | Light shade pigment using white cement | Sqm | 300 | 1,402 | 4,20,600 |
| 50 | Acid and alkali resistant tile | Sqm | 50 | 1,738.15 | 86,907.5 |
| 51 | Acid and alkali resistant tile | Sqm | 200 | 1,884.9 | 3,76,980 |
| 52 | 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 | 100 | 1,096.55 | 1,09,655 |
| 53 | Providing and fixing 1st quality ceramic glazed floor 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 | 300 | 1,112.7 | 3,33,810 |
| 54 | Size of Tile 1000 x 1000 mm | Sqm | 1200 | 1,801.7 | 21,62,040 |
| 55 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 56 | 110 mm | Each | 75 | 136.15 | 10,211.25 |
| 57 | 110x110x110 mm | Each | 75 | 234.15 | 17,561.25 |
| 58 | 110 mm bend | Each | 75 | 150.35 | 11,276.25 |
| 59 | 110 mm Shoe | Each | 75 | 131.85 | 9,888.75 |
| 60 | 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 | 500 | 738.65 | 3,69,325 |
| 61 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 62 | 1:6 (1 cement: 6 fine sand) | Sqm | 5000 | 333.35 | 16,66,750 |
| 63 | 1:3 (1 cement : 3 fine sand) | Sqm | 1500 | 300.45 | 4,50,675 |
| 64 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 1300 | 22.1 | 28,730 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 262.7 | 13,13,500 |
| 66 | 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 | 5000 | 185.65 | 9,28,250 |
| 67 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2000 | 116.9 | 2,33,800 |
| 68 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 2000 | 176.25 | 3,52,500 |
| 69 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1000 | 170.7 | 1,70,700 |
| 70 | Two or more coats on new work | Sqm | 500 | 146.8 | 73,400 |
| 71 | 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 | 10000 | 218.9 | 21,89,000 |
| 72 | 90 mm to 45 mm size stone aggregate | cum | 2000 | 2,098.4 | 41,96,800 |
| 73 | 63 mm to 45 mm size stone aggregate | cum | 1000 | 1,636.05 | 16,36,050 |
| 74 | 53 mm to 22.4 mm size stone aggregate | cum | 500 | 1,842.3 | 9,21,150 |
| 75 | Stone screening 13.2 mm nominal size (Type A) | cum | 250 | 2,034.35 | 5,08,587.5 |
| 76 | Stone screening 11.2 mm nominal size (Type B) | cum | 125 | 2,247.75 | 2,80,968.75 |
| 77 | 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 | 3875 | 1,046.95 | 40,56,931.25 |
| 78 | With road roller/ hand roller | Sqm | 10000 | 24.45 | 2,44,500 |
| 79 | 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 | 200 | 7,993.8 | 15,98,760 |
| 80 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 400 | 11,098.45 | 44,39,380 |
| 81 | Overhead informatory road signage | Sqm | 100 | 5,879.9 | 5,87,990 |
| 82 | 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 | 500 | 972 | 4,86,000 |
| 83 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 85 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 6,258.75 | 37,552.5 |
| 86 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 4 | 1,513.6 | 6,054.4 |
| 87 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 88 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 4,048.65 | 16,194.6 |
| 89 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 6 | 1,607.95 | 9,647.7 |
| 90 | 150 mm nominal dia Pipes | Metre | 200 | 6,822.7 | 13,64,540 |
| 91 | 15 mm dia nominal bore | Metre | 50 | 580.45 | 29,022.5 |
| 92 | 20 mm dia nominal bore | Metre | 100 | 635.2 | 63,520 |
| 93 | 25 mm dia nominal bore | Metre | 200 | 467.75 | 93,550 |
| 94 | 40 mm dia nominal bore | Metre | 100 | 617.05 | 61,705 |
| 95 | 50 mm dia nominal bore | Metre | 50 | 762.15 | 38,107.5 |
| 96 | 25 to 40 mm nominal bore | Each | 100 | 911.9 | 91,190 |
| 97 | 15 mm nominal bore | Each | 30 | 353.25 | 10,597.5 |
| 98 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 99 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 100 | 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 | 4000 | 11 | 44,000 |
| 101 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 102 | 100 mm diameter | Metre | 100 | 443.6 | 44,360 |
| 103 | 150 mm diameter | Metre | 200 | 695.8 | 1,39,160 |
| 104 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 105 | 250 mm dia. R.C.C. pipe | Metre | 200 | 899.8 | 1,79,960 |
| 106 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 12,770.55 | 1,27,705.5 |
| 107 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 32,857.85 | 1,97,147.1 |
| 108 | 900 mm dia RCC pipes. | Metre | 50 | 5,377.25 | 2,68,862.5 |
| 109 | 1200 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 50 | 9,126.2 | 4,56,310 |
| 110 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 495.05 | 99,010 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 598.6 | 1,79,580 |
| 112 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 100 | 1,139.3 | 1,13,930 |
| 113 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 100 | 1,115.4 | 1,11,540 |
| 114 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 250 | 1,176.8 | 2,94,200 |
| 115 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 2000 | 688.9 | 13,77,800 |
| 116 | 150 mm nominal size dia | Metre | 200 | 793.25 | 1,58,650 |
| Schedule total | ₹7,95,19,293.95 | ||||
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