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Tender Value
₹10.7 Cr
EMD Value
₹6.8 L
Closing Date
5 Feb 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)
CAO/CON
16 conditions · 4 needing a document upload
1.2 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 tenderer shall submit requisite information as per Annexure-IV, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria (For Joint Venture Firm): The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para-1.2 above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para-1.2 above. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note:- Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above mentioned financial eligibility criteria in the tender under consideration.
15 conditions · 11 needing a document upload
Whether cost of tender document deposited.
Whether cost of Earnest Money deposited.
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.
Construction of inspection cradle of Bridge No. 46, FOB at Saragaon station, Modification/Construction of platform at Akaltara station and other associated balance work for construction of 4th line between Akaltara and Saragaon station.
CAO-C-BSP-25-26-24~SECR
CAO-C-BSP-25-26-24
Open
Works - General
9 Months
Bilaspur, Chhattisgarh
₹0
₹6.8 L
5 Feb 2026
12 Jan 2026
22 Jan 2026
47 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 950 | 286.85 | 2,72,507.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 400 | 253.95 | 1,01,580 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 400 | 2,161.2 | 8,64,480 |
| 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 | 410 | 6,833.4 | 28,01,694 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1100 | 307.95 | 3,38,745 |
| 6 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1500 | 669.55 | 10,04,325 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 766.55 | 1,53,310 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 115 | 608.35 | 69,960.25 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 804.25 | 2,01,062.5 |
| 10 | Stairs, (excluding landings) except spiral- staircases | Sqm | 300 | 657.75 | 1,97,325 |
| 11 | 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 | 250 | 9,673.5 | 24,18,375 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 550 | 8,683.8 | 47,76,090 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 10,306.2 | 20,61,240 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 6,658.25 | 66,582.5 |
| 15 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 10 | 837.85 | 8,378.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,190.9 | 81,909 |
| 17 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 10 | 969.65 | 9,696.5 |
| 18 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 19 | Granite work | Metre | 100 | 418.85 | 41,885 |
| 20 | Each | 2 | 808.15 | 1,616.3 | |
| 21 | 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 | 50 | 1,063.45 | 53,172.5 |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 980 | 197.7 | 1,93,746 |
| 23 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1100 | 1,160 | 12,76,000 |
| 24 | 25 mm thick | Sqm | 2500 | 1,706.6 | 42,66,500 |
| 25 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 671.55 | 3,35,775 |
| 27 | Ridges plain (500 - 600mm) | Metre | 65 | 450.6 | 29,289 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 294.85 | 58,970 |
| 29 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 339.7 | 3,39,700 |
| 30 | 1:3 (1 cement : 3 fine sand) | Sqm | 200 | 253.05 | 50,610 |
| 31 | Neat cement punning. | Sqm | 200 | 67.8 | 13,560 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 200 | 214.3 | 42,860 |
| 33 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 200 | 162.55 | 32,510 |
| 34 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 200 | 162.35 | 32,470 |
| 35 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 500 | 55.5 | 27,750 |
| 36 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 500 | 29.75 | 14,875 |
| 37 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 38 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 39 | 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 | 160 | 2,928.1 | 4,68,496 |
| 40 | Channels, angles, tees and flats | Kg | 250 | 1.9 | 475 |
| 41 | Moorum | cum | 3000 | 888.3 | 26,64,900 |
| 42 | 15 mm dia nominal bore | Metre | 50 | 485.2 | 24,260 |
| 43 | 20 mm dia nominal bore | Metre | 20 | 541.1 | 10,822 |
| 44 | 15 mm dia nominal bore | Metre | 25 | 267.5 | 6,687.5 |
| 45 | 20 mm dia nominal bore | Metre | 30 | 315.35 | 9,460.5 |
| 46 | 25 mm dia nominal bore | Metre | 50 | 417.95 | 20,897.5 |
| 47 | 50 mm dia nominal bore | Metre | 500 | 654.2 | — |
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