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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | -23.55% | ₹11.5 L | L1 | Admitted-Finance |
| 2 | L2₹11.7 LAdmitted-Finance | -21.96% | ₹11.7 L | L2 | Admitted-Finance |
| 3 | L3₹12.0 LAdmitted-Finance | -20.00% | ₹12.0 L | L3 | Admitted-Finance |
| 4 | L4₹13.2 LAdmitted-Finance | -12.01% | ₹13.2 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
2 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of Jagti Bamyal road starting from old NH near Kamini Nagrota onwards upto 4.00 Kms damaged recently due to torrential rains and floods
2026_PWDJK_300765_5
e-NIT No 70 of 2025-2026 Dated 14-01-2026
Open Tender
Civil Works - Roads
30 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹30,000
27 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
Slip Clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.
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: All kinds of soil
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 cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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, 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
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 bitumen surface @ 0.50 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
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Carriage of Material by MT incl loading unloading and stacking at site for an avg. lead of 10 kms
Sand for an avg. lead of 10 kms
Stone aggregate below 40 mm for an avg. lead of 10 kms
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