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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -18.21% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹25.9 L (9.41%)Admitted-Finance | -10.51% | ₹3.0 Cr+₹25.9 L (9.41%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹37.8 L (13.7%)Admitted-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | -6.99% | ₹3.1 Cr+₹37.8 L (13.7%) | L3 | Admitted-Finance |
| 4 | L4₹3.4 Cr+₹61.3 L (22.3%)Admitted-Finance | +0.00% | ₹3.4 Cr+₹61.3 L (22.3%) | L4 | Admitted-Finance |
| 5 | L4₹3.4 Cr+₹61.3 L (22.3%)Admitted-Finance AT NUAPADA BALISAHI PO MADHUPATANA DIST CUTTACK 10 PIN 753010 | CUTTACK | CUTTACK | ODISHA | 753010 | +0.00% | ₹3.4 Cr+₹61.3 L (22.3%) | L4 | Admitted-Finance |
Tender Value
₹3.4 Cr
EMD Value
₹3.4 L
Closing Date
20 Jul 2026, 5:00 pmClosed
C.C.E.R.W. Circle Cuttack
C.C.E.R.W. Circle Cuttack
Construction of H.L. Bridge over Kaiana Nallah on Bilipada to to Mukundapur Road road under SBY in the District of Cuttack for the year 2025-26.
2026_CERWI_135161_1
Tender Online RWC-07-26
National Competitive Bid
Civil Works - Bridges
Percentage
360 days
Cuttack
4 documents required · 4 mandatory
₹10,000
₹3.4 L
Yes
7 Sept 2026
9 Jul 2026
21 Jul 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
9 Jul 2026 - 20 Jul 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 | Earth work in excavation of in hard soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge. | 2,490.82 | cum | 235.75 | ₹5,87,210.82 |
| 2 | Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Engineer in Charge. | 1,833.03 | cum | 388.8 | ₹7,12,682.06 |
| 3 | Supplying & filling good clean river sand of approved quality 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 with cess etc complete as per specification & direction of Engineer-in Charge. | 48.46 | cum | 532.7 | ₹25,814.64 |
| 4 | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
In Foundation | 32.55 | cum | 5,972.33 | ₹1,94,399.34 |
| 5 | In Substructure | 95.71 | cum | 6,049.61 | ₹5,79,008.17 |
| 6 | RCC of design mix of M-30grade having specified characteristics compressive strength/ target mean strength of 250kg./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 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick 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 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)
In Foundation | 281.39 | cum | 6,828.7 | ₹19,21,527.89 |
| 7 | Above Bed level | 175.18 | cum | 8,508.15 | ₹14,90,457.72 |
| 8 | Pier & Abutment cap | 7.66 | cum | 8,508.15 | ₹65,172.43 |
| 9 | Dirt Wall | 2.77 | cum | 11,491.85 | ₹31,832.42 |
| 10 | Deck Slab | 222.38 | cum | 9,050.65 | ₹20,12,683.55 |
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