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Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
19 Jun 2026, 5:30 pm5d 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 at 3rd Km on Banimila to Palamika Road Under SBY in the District of Kandhamal for the Year 2024-25
2026_CERWI_131794_1
Online Tender/64-2025-26/BPR
National Competitive Bid
Civil Works - Bridges
365 days
Balliguda
2 documents required · 2 mandatory
₹10,000
₹3.3 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 all kinds of 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. | - | One Cum | 230.74 | - | 1 |
| 2 | Earth work in excavation of foundation in hard 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. | 0.6 | One Cum | 354.17 | ₹212.15 | 2 |
| 3 | Earth work in excavation of foundation in hard and compacted sheet rock 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. | 1 | One Cum | 1,639.22 | ₹1,637.58 | 3 |
| 4Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge | ||||||
| 4.1 | In Foundation with dewatering | 1 | One Cum | 6,036.92 | ₹6,030.88 | 5 |
| 4.2 | Up to Bed without dewatering | - | One Cum | 6,101.68 | - | 6 |
| 5Providing 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) | ||||||
| 5.1 | In Foundation | 0.8 | One Cum | 5,747.71 | ₹4,592.42 | 8 |
| 6Providing 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 | ||||||
| 6.1 | compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, additional charges, DMF 10% & EMF 5% over royalty Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | - | - | - | - | 10 |
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