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Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
19 Jun 2026, 5:30 pm4d left
Chief Construction Engineer, R.W.Circle, BAM
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Construction of H.L.Bridge over Local Nallah on Pitala Panchayat office to Pudingi road in the District of Ganjam under Setu Bandhana Yojana (SBY) for the year 2024-25 (Span 2 x 8.77m)
2026_CERWI_131801_1
Online Tender/64-2025-26/BPR
National Competitive Bid
Civil Works - Bridges
365 days
Ganjam
2 documents required · 2 mandatory
₹10,000
₹2.1 L
Yes
10 Jun 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
10 Jun 2026 - 17 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in cutting in hard soil (over burdern earth) with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles, Cess, required for the work etc. complete in all respect upto bed level. | 0.4 | One Cum | 230.74 | ₹92.07 | 1 |
| 2 | Earth work in excavation of foundation in all kinds of soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. | 0.4 | One Cum | 304.93 | ₹121.67 | 2 |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge. | 1 | One Cum | 650.11 | ₹649.46 | 3 |
| 4 | Supplying & filling good clean river sand inside the well / approach road/ retaining wall including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. | 0.4 | One Cum | 519.94 | ₹207.98 | 4 |
| 5Providing PCC M-10 of controlled quality having minimum cube strength of 100 Kg/cm2 on 150 mm cube at 28 days with clean hard granite chipe of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty additional charges, DMF 10% & EMF 5% over royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge.(With Frame work) | ||||||
| 5.1 | In Foundation with dewatering | - | One Cum | 5,348.37 | - | 6 |
| 6Providing PCC M-15 of controlled quality having minimum cube strength of 150 Kg/cm2 on 150 mm cube at 28 days with clean hard crushed broken granite chipe of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty additional charges, DMF 10% & EMF 5% over royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge.(With Frame work) | ||||||
| 6.1 | In Foundation (with dewatering) | - | One Cum | 5,395.58 | - | 8 |
| 6.2 | In substructure (with shuttering) | 0.2 | One Cum | 5,460.34 | ₹1,086.61 | 9 |
| 7Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers | ||||||
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