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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
8 Jun 2026, 4:00 pmClosed
Executive Engineer PWD RandB Divisin Thanamandi
Executive Engineer PWD RandB Divisin Thanamandi
Removal of potholes on Kopra KazianCharyar road 2nd call
2026_PWDJK_310714_2
NIT No 05 of 2026 27 Dated 22 05 2026
Open Tender
Civil Works
Percentage
60 days
Thanamandi
Removal of potholes on Kopra KazianCharyar road 2nd call
3 documents required · 3 mandatory
₹600
vExecutive Engineer PWD RandB Divisin Thanamandi
₹20,000
24 Jun 2026
22 May 2026
9 Jun 2026
22 May 2026
8 Jun 2026
22 May 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 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | - | SQM | 24.45 | - |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | CUM | 1,885.95 | - |
| 3 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. | - | SQM | 74.35 | - |
| 4 | Providing and laying 50 mm thick bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in drumType Hot Mix Plant of 60-90TPH capacity | 0.9 | CUM | 8,590.95 | ₹7,731.86 |
| 5 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG 10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 60-90TPH capacity | - | SQM | 293.1 | - |
| 6 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | - | SQM | 101.4 | - |
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