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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹69.7 Cr
EMD Value
₹1.4 Cr
Closing Date
22 Oct 2026, 3:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ESTIMATE
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 V= Advertised value of the tender in crores of RupeesN= 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.
Technical Eligibility Criteria:(a)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. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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 each component of tender, or(ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or(iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.Please refer Para-10 for similar nature of work and other condition in addition to above.
14 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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Construction of staff quarters, Rest House, other structures in connection with New BG Line between Deshalpar - Hajipir - Luna and Vayor - Lakhpat under Ahmedabad Division on Western Railway.
DyCE-C-BHUJ-NL-01~WR
DyCE-C-BHUJ-NL-01
Open
Works - General
24 Months
Ahmedabad, Gujarat
₹0
₹1.4 Cr
30 Sept 2026
30 Sept 2026
8 Oct 2026
278 items across 9 schedules · ₹94,83,38,563.86 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 34260 | 177.5 | 60,81,150 |
| 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 | 14240 | 196 | 27,91,040 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 4290 | 2,123.75 | 91,10,887.5 |
| 4 | 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 | 1020 | 7,294.7 | 74,40,594 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 2990 | 7,178.75 | 2,14,64,462.5 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2510 | 392.15 | 9,84,296.5 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1460 | 842.5 | 12,30,050 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 18220 | 927.25 | 1,68,94,495 |
| 9 | Shelves (Cast in situ) | Sqm | 70 | 927.25 | 64,907.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 16430 | 736.4 | 1,20,99,052 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 7850 | 961.3 | 75,46,205 |
| 12 | Stairs, (excluding landings) except spiral-staircases | Sqm | 820 | 764.95 | 6,27,259 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 1240 | 951.1 | 11,79,364 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2330 | 9,655.7 | 2,24,97,781 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 4770 | 10,011.35 | 4,77,54,139.5 |
| 16 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 370 | 10,195.45 | 37,72,316.5 |
| 17 | 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 | 2290 | 8,333.65 | 1,90,84,058.5 |
| 18 | Area of slab over 0.50 sqm | Sqm | 4550 | 5,136.3 | 2,33,70,165 |
| 19 | Each | 185 | 978.7 | 1,81,059.5 | |
| 20 | 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 | 7340 | 1,267.95 | 93,06,753 |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 2850 | 3,473.85 | 99,00,472.5 |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 50390 | 238.35 | 1,20,10,456.5 |
| 23 | With 12 mm mild steel U beading | Sqm | 25 | 939.2 | 23,480 |
| 24 | 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 | 38 | 228.85 | 8,696.3 |
| 25 | 300x16 mm | Each | 2619 | 216.55 | 5,67,144.45 |
| 26 | 200x10 mm | Each | 1311 | 358.4 | 4,69,862.4 |
| 27 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 218 | 1,183.3 | 2,57,959.4 |
| 28 | 100 mm | Each | 2622 | 234.7 | 6,15,383.4 |
| 29 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 1311 | 121.65 | 1,59,483.15 |
| 30 | 250x10 mm | Each | 4 | 115.15 | 460.6 |
| 31 | 125 mm | Each | 14 | 66.25 | 927.5 |
| 32 | Single rubber stopper | Each | 729 | 39.6 | 28,868.4 |
| 33 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 10 | 3,653.2 | 36,532 |
| 34 | 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 | 5700 | 772.4 | 44,02,680 |
| 35 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 10980 | 614.2 | 67,43,916 |
| 36 | Light shade pigment using white cement | Sqm | 2780 | 1,533.8 | 42,63,964 |
| 37 | 25 mm thick | Sqm | 480 | 1,948.25 | 9,35,160 |
| 38 | 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 | 1340 | 1,096.55 | 14,69,377 |
| 39 | Size of Tile 600x600 mm | Sqm | 12000 | 1,553.45 | 1,86,41,400 |
| 40 | 110 mm diameter | Metre | 5170 | 377.4 | 19,51,158 |
| 41 | 110x110x110 mm | Each | 13 | 234.15 | 3,043.95 |
| 42 | 110 mm bend | Each | 1155 | 150.35 | 1,73,654.25 |
| 43 | 1:4 (1 cement: 4 fine sand) | Sqm | 54640 | 347.05 | 1,89,62,812 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 31070 | 471.35 | 1,46,44,844.5 |
| 45 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 31590 | 116.9 | 36,92,871 |
| 46 | Two or more coats on new work | Sqm | 2230 | 155.9 | 3,47,657 |
| 47 | New work | Sqm | 5590 | 197.65 | 11,04,863.5 |
| 48 | 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 | 22320 | 1,162.25 | 2,59,41,420 |
| 49 | Two coats | Sqm | 66350 | 137.45 | 91,19,807.5 |
| 50 | 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 | 4400 | 218.9 | 9,63,160 |
| 51 | 63 mm to 45 mm size stone aggregate | cum | 1320 | 1,636.05 | 21,59,586 |
| 52 | 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 | 1320 | 1,046.95 | 13,81,974 |
| 53 | Cement concrete prepared with batch mixing machine | cum | 880 | 10,529.35 | 92,65,828 |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 234 | 6,767.4 | 15,83,571.6 |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 74 | 8,006.6 | 5,92,488.4 |
| 56 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 3 | 12,071.75 | 36,215.25 |
| 57 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 305 | 1,879.2 | 5,73,156 |
| 58 | 610x460 mm bowl depth 200 mm | Each | 183 | 3,873.8 | 7,08,905.4 |
| 59 | 10 litre capacity - White | Each | 232 | 1,190.65 | 2,76,230.8 |
| 60 | 32 mm dia | Each | 467 | 119.55 | 55,829.85 |
| 61 | Sand Cast Iron S&S as per IS: 1729 | Each | 739 | 1,683.55 | 12,44,143.45 |
| 62 | 15 mm nominal dia Pipes | Metre | 1080 | 497.8 | 5,37,624 |
| 63 | 25 mm nominal dia Pipes | Metre | 2350 | 627.25 | 14,74,037.5 |
| 64 | 25 mm nominal dia Pipes | Metre | 3200 | 355.4 | 11,37,280 |
| 65 | 80 mm nominal dia Pipes | Metre | 190 | 2,166.35 | 4,11,606.5 |
| 66 | 25 mm dia nominal bore | Metre | 3190 | 467.75 | 14,92,122.5 |
| 67 | 50 mm dia nominal bore | Metre | 3520 | 762.15 | 26,82,768 |
| 68 | 80 mm dia nominal bore | Metre | 170 | 1,041.7 | 1,77,089 |
| 69 | 15 mm nominal bore | Each | 952 | 353.25 | 3,36,294 |
| 70 | 15 mm nominal bore | Each | 486 | 353.25 | 1,71,679.5 |
| 71 | 25 mm nominal bore | Each | 362 | 622.4 | 2,25,308.8 |
| 72 | 50 mm nominal bore | Each | 108 | 1,026.65 | 1,10,878.2 |
| 73 | 80 mm nominal bore | Each | 32 | 2,604.55 | 83,345.6 |
| 74 | 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 | 243650 | 11 | 26,80,150 |
| 75 | 150 mm diameter | Metre | 3850 | 695.8 | 26,78,830 |
| 76 | 150 mm diameter S.W. pipe | Metre | 3850 | 1,179.85 | 45,42,422.5 |
| 77 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 250 | 32,857.85 | 82,14,462.5 |
| 78 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 94 | 5,957.9 | 5,60,042.6 |
| 79 | 600 mm dia RCC pipes. | Metre | 110 | 3,401.25 | 3,74,137.5 |
| 80 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 7780 | 495.05 | 38,51,489 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 6970 | 598.6 | 41,72,242 |
| 82 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 2070 | 1,176.8 | 24,35,976 |
| 83 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23350 | 7,387.25 | 17,24,92,287.5 |
| 84 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10080 | 9,844.65 | 9,92,34,072 |
| 85 | Frame size 45 x 85 mm | Metre | 1600 | 926.35 | 14,82,160 |
| 86 | 25 mm thick | Sqm | 910 | 3,889.15 | 35,39,126.5 |
| Schedule total | ₹68,38,96,911.75 | ||||
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