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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹11.9 L+₹1.0 L (9.30%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹12.0 L+₹1.1 L (10.1%)Admitted-Fee/PreQual/Technical/Finance C CLASS SC CONTRACTOR S O DHANESWAR SETHY AT KANCHILO PO KORUA PS PATKURA DIST KENDRAPARA PIN 754134 | JAGATSINGHAPUR | ODISHA | 754134 | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹13.0 L+₹2.1 L (19.4%)Admitted-Fee/PreQual/Technical/Finance AT PO IBRISINGH PS TIRTOL DIST JGATSINGHPUR ODISHA | NAYAGARH | ODISHA | 752024 | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹16.9 L
EMD Value
₹17,000
Closing Date
27 Jul 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, KENDRAPARA
Dobala chhak to Nilakanthapur Road__Pothole repair by BUSG Renewal coat PMC , SC and P.C.C in Depression ,C.C -200 mtr-0.600 to 1.153 and 1.700 to 1.900
2026_CERWI_136321_1
RWD/KPD/01 of 2026-2027
Open Tender
Civil Works - Roads
Percentage
90 days
Kendrapara
2 documents required · 2 mandatory
₹6,000
₹17,000
Yes
3 Oct 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
18 Jul 2026 - 24 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 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area etc. complete as per direction of the Engineer in charge. | 1,106 | sqmt | 2.86 | ₹3,163.16 |
| 2 | Flank dressing to proper camber including T&P materials etc. complete as per direction of the Engineer in charge. | 1,106 | sqmt | 7.07 | ₹7,819.42 |
| 3 | Providing, laying, scraping, cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37.50 mm thick built up spray grouting in one layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge | 216.4 | sqmt | 415.43 | ₹89,899.05 |
| 4 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 2,073.75 | sqmt | 26.53 | ₹55,016.59 |
| 5 | Providing 20mm open graded premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and mini hot mix plant over prepared surface using a total quantity of 14.6 kgs of 80/100 grade bitumen per 10sqm including hand packing to proper camber and compacting with 8T- 10T power road roller,bitumen boiler for finished item of work etc.complete. | 2,073.75 | sqmt | 275.43 | ₹5,71,172.96 |
| 6 | Providing 6mm thickness pre-coated seal coat with 6mm size h.g.chips including cost, conveyance, royalty, taxes, lab our, T&P & all other materials required for the work etc. complete | 2,073.75 | sqmt | 111.87 | ₹2,31,990.41 |
| 7 | C.C.(1:3:6) in foundation and plinth with 4cm. size h.g. metal including cost carriage etc complete. conveyance, royality , taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-charge. | 3.21 | cum | 6,807.4 | ₹21,851.75 |
| 8 | Construction of un-reinforced, plain cement concrete pavement (M-30) over a prepared sub base with 43 grade cement @ 400 kg per cum, with 20mm & down graded size hard granite cruser broken chips over Polythene sheet 125 micron including compacting with Vibrator watering curing centering shuttering with cost of curing for 28 days, conveyance, royality , taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-charge. | 96.24 | cum | 7,374.66 | ₹7,09,737.28 |
| 9 | Construction of embackemnt with approaved material obtained from borrow pits with all lifts and leads , transporting to site by mechanical means within a lead of 5 kms spreading , grading to required slope and compacting to meet requirment of table 300-2 & clause 305 of MoSRT&H Specification for road & Bridges Work | 17.11 | cum | 201.1 | ₹3,440.82 |
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