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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.7 LAdmitted-Finance | -29.85% | ₹28.7 L | L1 | Admitted-Finance |
| 2 | L2₹29.8 LAdmitted-Finance | -27.27% | ₹29.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Updated dates
Tender Value
₹40.9 L
EMD Value
₹81,880
Closing Date
2 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of damaged road Upper Thather, Bhalwal, Jammu. (Under Capex Budget).
2026_PWDJK_300765_7
e-NIT No 70 of 2025-2026 Dated 14-01-2026
Open Tender
Civil Works - Roads
45 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹81,880
2 Mar 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
Slip Clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
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.
Providing, laying, spreading, watering and compacting in layers not exceeding 200 mm thick with 8-10 KN tonne capacity road roller, RBM matrial free of organic material mixed with coarse aggregate/round nallah Shingle max. aggregate size 75mm incl. carriage from source of supply to site. All job complete.
Providing and laying WBM grade 2 with specified stone aggregates, 63mm to 45mm of size, including stone screenings, 13.20 nominal size and binding material complete including sorting, spreading to template and consolidations, with power road roller 8 to 10 capacity etc.
Providing and laying WBM grade 3 with specified stone aggregates, 53mm to 45mm of size, including stone screenings, 11.20 nominal size and binding material complete including sorting, spreading to template and consolidations, with power road roller 8 to 10 capacity etc.
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg 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). With paving Asphalt grade VG-30 with no solvent.
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-30 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
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position T-wire crates of size (6mt x 1.2mt x 1.2mt) including cost of stones and cost of crates complete job.
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Carriage of Material by Mechanical means for an avg. lead of 10 Kms
Stone aggregate above 40 mm
Stone aggregate below 40 mm
Sand/Dust
Disposal of Malba for 5Km
Stone boulders nallah for average lead 5.0 Km
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