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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.4 CrAccepted-AOC 0 | NA | NA | 121004 | ₹2.4 Cr Quoted ₹2.1 Cr | l1 | Accepted-AOC Contract Awarded |
| 2 | l2₹2.1 CrRejected-Finance R O TIKKERPORA QASBA KALAROOS DISTRICT KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | ₹2.1 Cr | l2 | Rejected-Finance L2 |
Updated dates
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
2 May 2026, 4:00 pmClosed
Superintending Engineer PMGSY Circle Baramulla
Superintending Engineer PMGSY Circle Baramulla PWD R and B Complex Baramulla
Permanent Restoration of road from NH1A to Gawalta Package No JK03 152 Length 6 40 km PMGSY Division Uri
2026_KSRRD_147295_1
NIT 01
Open Tender
Civil Works - Roads
180 days
Uri
Please refer Tender documents.
22 documents required · 22 mandatory
₹5,500
₹4.8 L
Yes
5 Jun 2026
17 Apr 2026
4 May 2026
17 Apr 2026
2 May 2026
18 Apr 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 | Pavement Works | - | - | - | - | BI01010001010000000000000515BI0100001115 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 6,000 | sqm | 4.87 | ₹29,220 | BI01010001010000000000000515BI0100001116 |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 4,000 | sqm | 21.15 | ₹84,600 | BI01010001010000000000000515BI0100001117 |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 1,102.5 | cum | 1,648.66 | ₹18,17,647.65 | BI01010001010000000000000515BI0100001118 |
| 5 | 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 | 945 | cum | 1,653.62 | ₹15,62,670.9 | BI01010001010000000000000515BI0100001119 |
| 6 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 19,200 | sqm | 27.51 | ₹5,28,192 | BI01010001010000000000000515BI0100001120 |
| 7 | Providing and laying 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.16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 783.5 | cum | 7,537.75 | ₹59,05,827.13 | BI01010001010000000000000515BI0100001121 |
| 8 | 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.40.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 15,750 | sqm | 212.36 | ₹33,44,670 | BI01010001010000000000000515BI0100001122 |
| 9 | 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. 16.40.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 16.64.2A 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. | 4,410 | sqm | 277.55 | ₹12,23,995.5 | BI01010001010000000000000515BI0100001123 |
| 10 | 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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 19,656 | sqm | 94.48 | ₹18,57,098.88 | BI01010001010000000000000515BI0100001124 |
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