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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-Finance | ₹14.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹21.0 LAccepted-Finance | ₹21.0 L | L2 | Accepted-Finance L2 |
| 3 | L2₹21.0 LAccepted-Finance CLUB PADA CLUB PADA BALANGIR BALANGIR ODISHA 767001 UDYAM OD 02 0006469 | BALANGIR | ODISHA | 767001 | ₹21.0 L | L2 | Accepted-Finance L2 |
| 4 | L2₹21.0 LAccepted-Finance | ₹21.0 L | L2 | Accepted-Finance L2 |
| 5 | L2₹21.0 LAccepted-Finance | ₹21.0 L | L2 | Accepted-Finance L2 |
Tender Value
₹21.1 L
EMD Value
₹21,062
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 C.C. Road from Nuasahi to Dhadichua Road of Badhatnabeda GP of Kusumi Block.
2026_STSCD_127876_7
BidIdentificationNo-01/2026-27
Open Tender
Civil Works - Roads
60 days
Nuasahi to Dhadichua Road
As per DTCN.
2 documents required · 2 mandatory
₹6,000
₹21,062
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 | 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. | - | 1Cum | - | - |
| 3 | 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 | - | 1Cum | - | - |
| 4 | 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 | - | 1Cum | - | - |
| 5 | 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. | - | 1Qntl. | - | - |
| 6 | Rough stone dry packing in approns and revetments to all heights with hard stone other than granite and laterite of 1cuft. and above size 15 cm to 30 cm of approved quality quarried and free from weathered skin including filling interstices with small stones with cost, conveyance, royalty and other taxes of all materials required for the work and finished to proper slope and level complete in all respect as directed by the Engineer-in-Charge. | - | 1Cum | - | - |
| 7 | Providing weepholes in brickmassonary /plain/ Reinforced concrete abutment ,wing wall/returns wall with 100 mm dia AC pipe ,extending through the full width of structure with slope of towards drawing foce as directed by the Engineer-in-Charge. | - | 1Rmt | - | - |
| 8 | Earthwork in hard soil over initial lead of 50mtr and initial lift of 1.5m including rough dressing & breaking clods to maximum 5cm to 7 cm size & depositing the excavated materials in layers not exceeding 0.30mtr in depth etc complete and as directed by the Engineer-in-charge. | - | 1Cum | - | - |
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