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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC PEER TAKIYA KOKERNAG ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | ₹1.4 Cr Quoted ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹4.0 L (3.32%)Rejected-Finance | ₹1.3 Cr+₹4.0 L (3.32%) | L2 | Rejected-Finance BIDDER IS L2 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
22 Jul 2026, 4:30 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KULGAM
EXECUTIVE ENGINEER PMGSY DIVISION KULGAM NEAR TEHSIL OFFICE
Permanent Restoration of Road from Batpora to Tsimer Package No Jk01-314
2026_KSRRD_148704_3
05/EE/PMGSY/DB/KULGAM OF 2026-27 DT 16-07-2026
Open Tender
Civil Works - Roads
Percentage
30 days
KULGAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
₹3.0 L
Yes
4 Aug 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
22 Jul 2026
16 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 | Permanent Restoration of Road from Batpora to Tsimer Package No: Jk01-314 | - | - | - | - |
| 2 | Part A Pavement | - | - | - | - |
| 3 | Scarifying the existing bituminous surface to a deoth of 50mm and disposal of scarified material within all lifts and leads upto 1 km (mechanical means) | 2,320 | SQM | 4.87 | ₹11,298.4 |
| 4 | 50mm thick Bitumious Macadam: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. | 11.7 | CUM | 8,110.14 | ₹94,888.64 |
| 5 | 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.16.38.2 On bitumen surface @ 0.50 Kg/sqm. | 23,460 | Sqm | 48.4 | ₹11,35,464 |
| 6 | Providing and laying 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 equiped 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 perdirections of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-10 @ 5.5% (percentage byweight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity | 928 | Cum | 11,532.5 | ₹1,07,02,160 |
| 7 | Part B: Crash Barrier | - | - | - | - |
| 8 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres:
2.9.1 All kinds of soil | 13.59 | cum | 225.21 | ₹3,060.6 |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) using 20 mm nominal size aggregates
QTY vide Item No. 1 | 13.59 | cum | 6,388.11 | ₹86,814.41 |
| 10 | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 | 120 | RM | 4,090.31 | ₹4,90,837.2 |
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