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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.1 LAdmitted-Finance | -16.00% | ₹23.1 L | L1 | Admitted-Finance |
| 2 | L2₹27.5 LAdmitted-Finance | -0.01% | ₹27.5 L | L2 | Admitted-Finance |
| 3 | L2₹27.5 LAdmitted-Finance | -0.01% | ₹27.5 L | L2 | Admitted-Finance |
| 4 | L2₹27.5 LAdmitted-Finance AT PO PURUNABANDHAGODA P S RAMACHANDRAPUR DIST KEONJHAR 758025 | PURUNABANDHAGODA | KEONJHAR | ODISHA | 758025 | -0.01% | ₹27.5 L | L2 | Admitted-Finance |
| 5 | L2₹27.5 LAdmitted-Finance | -0.01% | ₹27.5 L | L2 | Admitted-Finance |
Tender Value
₹27.5 L
EMD Value
₹27,500
Closing Date
24 Apr 2026, 5:00 pmClosed
GM(C), OMC Ltd.
Office of the GM(C), OMC Ltd., Bhubaneswar
Constriction of retaining wall with garland drain and barbed wire fencing at hill top of Daitari iron ore mines in the district of Keonjhar.
2026_OMC_128044_1
NIT No.12/OMC/CIVIL/2026
Open Tender
Civil Works - Others
275 days
DAITARI
RC, EPF Regd., GSTN, PAN, Registration in CDMS portal, Affidavits, experience, etc. as per DTCN requirements.
2 documents required · 2 mandatory
₹7,080
₹27,500
Yes
11 May 2026
10 Apr 2026
27 Apr 2026
10 Apr 2026
24 Apr 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Works | ||||||
| 0.000 | Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer -in-charge within an initial lead of 1 km from the place of excavation complete | - | Cum | - | - | BI01010001010000000000000515BI0100001112 |
| 0.000 | Excavation, loading and carriage by mechanical means in D.I. rock, laterite and soft rock not requiring blasting interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 0.000 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 0.000 | C.C of prop. (1:3:6) in foundation using 25mm. Size B.H.C.B chips of approved quality from approved quarry including lowering,laying concrete to required levels laid in layers not exceeding 150mm thick including cost and conveyance of materials, payment of royalties,DMF, EMF & additional charges, cost of all labour, tools & plants (T&P), handling, loading & unloading , other incidental charges required to complete the work in all respects as per the direction of the Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 0.000 | R.C.C. work of M-20 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering including cost and conveyance of materials, payment of royalties,DMF, EMF & additional charges, cost of all labour, tools & plants (T&P), handling, loading & unloading , other incidental charges required to complete the work in all respects as per the direction of the Engineer-in-Charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Precast Slab | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 0.000 | Labour for Conveyance of precast fencing post to placement in proper position and aligning & fixing in ground as directed including cost of all labour and T&P to complete the work in all respect as per direction of EIC. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 0.000 | Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost,conveyance of HYSD bars Fe500 and binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, Overlap & chair will not be considered for measurement.) | - | Ton | - | - | BI01010001010000000000000515BI0100001118 |
| 0.000 | Supplying of G.I. barbed wire (2 ply) for fixing to posts by means of tying G.I. wire with cost of all materials, cost of staples, hook and tying wires including cost, conveyance of all materials, excluding cost of all labour, T&P etc. required to complete the work as per direction of EIC. (TATA WIRON Make) Only cost of Barbed wire only. | - | Kg | - | - | BI01010001010000000000000515BI0100001119 |
| 0.000 | Labour for fixing barbed wire fencing and post by means of staples and straining hooks by means of tying with G.I. wire and including cost of staples, hooks and tying wires including cost of all labour, T&P etc. required to complete the work as per direction of EIC. (Labour only) | - | Mtr | - | - | BI01010001010000000000000515BI0100001120 |
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