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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.9 LRejected-Technical AT PO DADPUR BHAWANIPATNA DIST KALAHANDI | BHAWANIPATNA | KALAHANDI | ODISHA | -37.04% | ₹14.9 L | L1 | Rejected-Technical Tender Cancel |
| 2 | L2₹15.1 L+₹17,559.27 (1.18%)Rejected-Technical AT PO KESINGA P S KESINGA DIST KALAHANDI PIN 766012 ODISHA | KALAHANDI | ODISHA | 766012 | -36.30% | ₹15.1 L+₹17,559.27 (1.18%) | L2 | Rejected-Technical Tender Cancel |
| 3 | L3₹15.8 L+₹83,999.77 (5.62%)Rejected-Technical | -33.50% | ₹15.8 L+₹83,999.77 (5.62%) | L3 | Rejected-Technical Tender Cancel |
| 4 | L4₹16.1 L+₹1.1 L (7.64%)Rejected-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | -32.23% | ₹16.1 L+₹1.1 L (7.64%) | L4 | Rejected-Technical Tender Cancel |
| 5 | L5₹19.0 L+₹4.0 L (27.1%)Rejected-Technical AT PO KESINGA P S KESINGA DIST KALAHANDI PIN 766012 ODISHA | KALAHANDI | ODISHA | 766012 | -19.99% | ₹19.0 L+₹4.0 L (27.1%) | L5 | Rejected-Technical Tender Cancel |
Tender Value
₹23.7 L
EMD Value
₹23,800
Closing Date
22 Jul 2026, 4:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, KESINGA
Belgaon to Chaitra_Road_SDBC_1.000 to 3.000
2026_CERWI_135478_1
RWKSNG-online-2/26-27
Open Tender
Civil Works - Roads
Percentage
60 days
Kalahandi
2 documents required · 2 mandatory
₹6,000
₹23,800
Yes
18 Sept 2026
10 Jul 2026
22 Jul 2026
10 Jul 2026
22 Jul 2026
10 Jul 2026
10 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 | Clearing grass and removal of rubbish up to a distance of 50 metres out side the periphery of the area with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge. | 6,000 | sqm | 2.86 | ₹17,160 |
| 2 | Conveying from spreading H.G. metal 45 mm size for patch or pot hole repairs and consolidation with H.R.R. or rammers, crusher screening / gravelling and sand binding, etc. complete inluding cost and conveyance of metal, crusher screening / moorum and sand complete as directed by the Engineer-in-charge. | 20.85 | cum | 4,112.08 | ₹85,736.87 |
| 3 | Providing and applying Primer coat with bitumen emultion on prepaired surface of granular Sub-base including clearing of road surface & sparying primerat the rate of 06 kg/sqm using mechanical means as per clause 502 of MOSRTH Specification for road and bridge works (4th revision) with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge. | 277.9 | sqm | 65.71 | ₹18,260.81 |
| 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) with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge. | 4,612.5 | sqm | 21.66 | ₹99,906.75 |
| 5 | Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 sqm and laying 75km thick biltup spray grouting in two layers 37.50mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12kg penetration grade of bitumen for 10 sqm in each layer with 0.12 cum 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 H&R charge of PRR and all other machineries and including cost, conveyance of bitumen, metal and chips complete as per specification and direction of EIC | 731.55 | sqm | 463.7 | ₹3,39,219.74 |
| 6 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 enetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 118.19 | cum | 15,090.91 | ₹17,83,594.65 |
| 7 | Earth work in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. | 123 | cum | 235.74 | ₹28,996.02 |
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