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Tender Value
₹22.2 Cr
EMD Value
₹44.5 L
Closing Date
30 Apr 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
18 conditions · 5 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 Criterion for Joint Venture: 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.
Bid Capacity: For tenders having advertised value more than Rs.10 Crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. The available bid capacity shall be calculated as under:- Available Bid Capacity = [A x N x 2] (-)0.33 x N x B Where- A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N = Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. NOTE:- (a)The Tenderer (s) shall furnish the details of - (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A and. (ii)Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. Bid Capacity for Joint Venture Firm:- The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para-1.3 of NIT. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. (b)In case if a bidder is JV, the tenderer (s) must furnish the details of (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating 'A', and (ii)Existing commitment and balance amount of ongoing work with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started up to the date of inviting of tender for calculating 'B'. In case of no works in hand a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c)Value of a completed work/work in progress/work awarded but yet not started for 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 his / her compliance to the above mentioned bid capacity in the tender under consideration. (d)The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e)In case, the tenderer/s failed to submit the above statement along with offer, their/ his offer shall be considered as incomplete and will be Rejected Summarily. continued---
-- continued (f) The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of the put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
17 conditions · 13 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.
Provision of Yard Drains and other drains around yard to prevent water logging in Shahdol Yard in Bilaspur Division of S.E.C. Railway.
CAO-C-BSP-26-27-02
CAO-C-BSP-26-27-02
Open
Works - General
6 Months
Bilaspur, Chhattisgarh
₹0
₹44.5 L
30 Apr 2026
7 Apr 2026
16 Apr 2026
64 items across 3 schedules · ₹4,73,81,746.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 14000 | 260.3 | 36,44,200 |
| 2 | Ordinary rock | cum | 4000 | 632.95 | 25,31,800 |
| 3 | Hard rock (blasting prohibited) | cum | 4000 | 1,523.05 | 60,92,200 |
| 4 | Depth not exceeding 1.5 m | Sqm | 2000 | 139.95 | 2,79,900 |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 3000 | 155.3 | 4,65,900 |
| 6 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 1600 | 189.65 | 3,03,440 |
| 7 | 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 | 4250 | 196 | 8,33,000 |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 600 | 17.6 | 10,560 |
| 9 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1200 | 8.95 | 10,740 |
| 10 | 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 | 160 | 8,340.85 | 13,34,536 |
| 11 | 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 | 70 | 7,878.5 | 5,51,495 |
| 12 | 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 | 1350 | 7,294.7 | 98,47,845 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 6000 | 392.15 | 23,52,900 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 55000 | 842.5 | 4,63,37,500 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 7125 | 9,504.75 | 6,77,21,343.75 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 70 | 9,860.4 | 6,90,228 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 275 | 7,132.25 | 19,61,368.75 |
| 18 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 23200 | 172.6 | 40,04,320 |
| 19 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 385 | 1,330 | 5,12,050 |
| 20 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. | Sqm | 58 | 1,439.4 | 83,485.2 |
| 21 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 200 | 2,434.25 | 4,86,850 |
| 22 | In cement mortar | cum | 300 | 2,060.2 | 6,18,060 |
| 23 | Thickness above 40 mm up to 75 mm | Sqm | 300 | 433.55 | 1,30,065 |
| 24 | bituminous road | Sqm | 450 | 428.5 | 1,92,825 |
| 25 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 175 | 2,818.9 | 4,93,307.5 |
| 26 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in- charge. | cum | 450 | 420.8 | 1,89,360 |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 14555 | 263.95 | 38,41,792.25 |
| 28 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 6000 | 24.85 | 1,49,100 |
| 29 | 90 mm to 45 mm size stone aggregate | cum | 300 | 2,098.4 | 6,29,520 |
| 30 | 63 mm to 45 mm size stone aggregate | cum | 300 | 1,636.05 | 4,90,815 |
| 31 | 53 mm to 22.4 mm size stone aggregate | cum | 300 | 1,842.3 | 5,52,690 |
| 32 | Stone screening 13.2 mm nominal size (Type A) | cum | 300 | 2,034.35 | 6,10,305 |
| 33 | Good earth | cum | 1000 | 775.5 | 7,75,500 |
| 34 | Moorum | cum | 6000 | 768.25 | 46,09,500 |
| 35 | 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 | 900 | 1,046.95 | 9,42,255 |
| 36 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 3500 | 125.75 | 4,40,125 |
| 37 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). | Sqm | 970 | 66.15 | 64,165.5 |
| 38 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 3640 | 311.85 | 11,35,134 |
| 39 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 3640 | 60.5 | 2,20,220 |
| 40 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 3640 | 21.2 | 77,168 |
| 41 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . | Sqm | 3640 | 252.15 | 9,17,826 |
| 42 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 3640 | 505.65 | 18,40,566 |
| 43 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 3640 | 130.85 | 4,76,294 |
| 44 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 400 | 11,098.45 | 44,39,380 |
| 45 | 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 | 20 | 10,117.6 | 2,02,352 |
| 46 | Made of G.I. wire of dia 4 mm | Sqm | 1200 | 1,017.8 | 12,21,360 |
| 47 | 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 | 200 | 9,823.8 | 19,64,760 |
| 48 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Metre | 200 | 39.35 | 7,870 |
| 49 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | Metre | 200 | 109.45 | 21,890 |
| 50 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 200 | 1,045.65 | 2,09,130 |
| 51 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 600 | 1,091.5 | 6,54,900 |
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NIT
GCCACS-10.pdf
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Tender Doc CAO C BSP 26 27 02
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1stCorrigendum.pdf
CORRIGENDUM
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