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Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
18 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
ADM BHadrak-cum-Chairman,RMC,Chandbali
ADM BHadrak-cum-Chairman,RMC,Chandbali
Construction of market complex and Fish market at Motto Market yard, RMC Chandabali
2026_OSAMB_133187_1
BID IDENTIFICATION NO. 01/RMC- Chandabali - 01 / 2026-27
Open Tender
Civil Works - Others
120 days
CHANDBALI
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.6 L
Yes
25 Jun 2026
25 Jun 2026
20 Jul 2026
25 Jun 2026
18 Jul 2026
25 Jun 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 | Single under reamed pile foundation with RCC M20 using 12mm size HBG crusher broken chips including cost of boring but excluding cost of M.S/tor steel rod etc complecte. | - | Each nos. | 6,637.6 | - |
| 2 | Earth work in excavation of foundation trenches in hard soil of soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site within initial leads and lifts, including shoring, shuttering & dewatering (if required) with cost of labour,cess, hire & running charges of water pumps sundries T & P & all other machineries required for the work etc.complete in all respect as per latest specification & direction of the Engineer in charge. | - | ` | 206.1 | - |
| 3 | Supplying and filling in foundation and plinth with good river sand well watered and rammed in layers not exceeding 23 cm in each layer including all leads and lifts, cost of all materials, labour,cess, sundries, T&P required for the work etc.complete in all respect as per latest specification & direction of the Engineer in charge. | - | Each cum | 1,327.3 | - |
| 4 | Providing and lying plain cement concrete of proportion (1:3:6) in foundation and plinths using approved quality cement , 40 mm. size black hard hand broken granite stone metal and screened, washed sharp sand for mortar of approved quality and from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, cess, sundries, T&P & all other machineries required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump etc.complete in all respect as per latest specification & direction of the Engineer in charge. | - | Each cum | 6,960.3 | - |
| 5 | R.C.C. work of M 20 (equivalent to nominal mix of proportion (1:1.5:3) having a minimum compressive strength (in work test) of 200 Kg/cm2 in 15 cm. Cubes at 28 days after mixing and test conducted in accordance with IS 456 & 516 using 6mm to 20 mm (1/4” to 3/4") size (18mm not to exceed 25 percent) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering and curing for four weeks centering and shuttering and finishing the exposed surface smooth to receive painting or white or colour washing providing grooves or beads where necessary cost and conveyance royalties and taxes of all materials and labour required for the work etc. complete with all T & P in all respect but excluding cost of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc. of the M.S. Rod and binding wires and tying the grills and placing in proper position in all floors. Column footing, Base. | - | Each cum | 7,434.7 | - |
| 6 | Grade beam/Tie beam/Plinth band | - | Each cum | 8,305.7 | - |
| 7 | Column & Beam (up to 5m. ) | - | Each cum | 16,702.1 | - |
| 8 | Column & Beam (above 5m. ) | - | Each cum | 18,752.5 | - |
| 9 | Lintel (G. F.) | - | Each cum | 15,104.6 | - |
| 10 | Lintel (F. F.) | - | Each cum | 16,835.5 | - |
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