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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.7 LAccepted-Finance | ₹49.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹58.5 LAccepted-Finance | ₹58.5 L | L2 | Accepted-Finance L2 |
| 3 | L2₹58.5 LAccepted-Finance AT P O BAHALDA DIST MAYURBHANJ | BAHALDA | MAYURBHANJ | ODISHA | ₹58.5 L | L2 | Accepted-Finance L2 |
| 4 | L2₹58.5 LAccepted-Finance | ₹58.5 L | L2 | Accepted-Finance L2 |
| 5 | L2₹58.5 LAccepted-Finance | ₹58.5 L | L2 | Accepted-Finance L2 |
Tender Value
₹58.8 L
EMD Value
₹58,830
Closing Date
21 Apr 2026, 1:30 pmClosed
Project Administrator, ITDA, Rairangpur
At-Ward No-03, Mandir Sahi, PO/PS-Rairangpur, Dist-Mayurbhanj
Construction of Road and Bridge at Badhuakacha to Saranda road under Bijatala Block.
2026_STSCD_127876_10
BidIdentificationNo-01/2026-27
Open Tender
Civil Works - Roads
180 days
Badhuakacha to Saranda road
As per DTCN
2 documents required · 2 mandatory
₹10,000
₹58,830
Yes
8 Jun 2026
7 Apr 2026
22 Apr 2026
7 Apr 2026
21 Apr 2026
7 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation of foundation in hard soil within initial lead & lift including rough dressing breaking of clods and leveling the bed and sides then depositing the excavated earth away from the work site etc. complete T & P required for the work as directed by the Engineer- in- Charge. | - | 1Cum | - | - |
| 2 | Earth work in hard soil or gravelly soil with 50m. Initial lead and 1.5m.initial lift including rough dressing and breaking clods to maximum 5cm. To 7cm. And laying in layers and leveling the bed etc.......completed | - | 1Cum | - | - |
| 3 | Filling in foundation and plinth with sand, well watered and rammed to required thickness with all leads and lifts, cost conveyance & royalty and all taxes of materials, cost of labour, T & P required for the work etc. complete in all respect as directed by the Engineer-In-Charge. | - | Cum | - | - |
| 4 | Cement concrete (1:4:8) with 40 mm in foundation using 40 mm size clean hard black hand broken granite metal of approved quality from approved quarry mixing with concrete mixture laying mannually including hoisting, lowering and laying in layers not exceeding 15 cm thick to the required level, ramming, watering with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc curing etc. complete. as directed by the Engineer-In-Charge. | - | Cum | - | - |
| 5 | C.C.(1:2:4 ) using with 12 mm size crusher broken h.g. chips of approved quality from approved quarry mixing with concrete mixture laying mannually including hoisting, lowering and laying in layers not exceeding 15 cm thick to the required level, ramming, watering with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc curing etc. complete. as directed by the Engineer-In-Charge. | - | Cum | - | - |
| 6 | Rainforce Cement Concrete M20 with 20 mm Size crusser broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. (I) Base | - | Cum | - | - |
| 7 | Rainforce Cement Concrete M20 with 20 mm Size crusser broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge.(II) Pier and Slab | - | Cum | - | - |
| 8 | Supplying,straightening, cutting, bending, binding, cranking, hooking, and jointing, (if required) the HYSD rod and tying the grills, hoisting and placing in proper position as required for R.C.C. works including cost, conveyance and all taxes of HYSD. rods and binding wires of 18 to 20 gauge with cost of labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in- charge. | - | Qntl. | - | - |
| 9 | Providing fitting and fixing 12mm thick salitex board (Bitumenous expansion joint board) in expansion joints etc. complete as per drawing and technical specification as directed by the Engineer-in- charge. | - | 1Cum | - | - |
| 10 | Rigid smooth centering & shuttering for R..C.C work including false work with all labour charges etc . Completes | - | Sqm | - | - |
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