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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.6 LAdmitted-Finance | -42.55% | ₹8.6 L | L1 | Admitted-Finance |
| 2 | L2₹9.0 LAdmitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | -39.99% | ₹9.0 L | L2 | Admitted-Finance |
| 3 | L3₹9.2 LAdmitted-Finance | -38.95% | ₹9.2 L | L3 | Admitted-Finance |
| 4 | L4₹9.5 LAdmitted-Finance | -36.99% | ₹9.5 L | L4 | Admitted-Finance |
| 5 | L5₹9.5 LAdmitted-Finance | -36.66% | ₹9.5 L | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
7 Feb 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Permanent Restoration of Khanpur Gujjar Mohalla Road. (Under Capex Budget).
2026_PWDJK_301734_6
short e nit 78 of 2025-26 dated 28-01-2026
Open Tender
Civil Works - Others
45 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
Yes
26 Feb 2026
29 Jan 2026
9 Feb 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
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 ou+B26t 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 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 damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver lock of M-30 grade with approved color design and pattern.
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.
Centring and Shuttering including strutting, propping etc and removal of foRmt work for foundation , footings , basis of columns etc. for mass concrete.
Providing and Laying WBM Gr-II (with speacified stone aggergrates Stone screenings and binding Material complete including sorting , spreading to templete and consiolidations with power Road Roller 8 to 10 ton capacity etc. and base stone aggerate 63 mm to 45 mm size incl. stone screning size 13.20mm.
Providing and Laying WBM Gr-III (with specified stone aggregates Stone screening and binding Material complete including sorting,spreading to templete and consolidation with power Road Roller 8 to 10 ton capacity etc and base stone aggregate 63 mm to 45 mm size incl. Stone Screening size 13.20mm (75mm thick)
Carriage of materials by mechanical transport inculding loading / unloading and stacking complete. Sand lead up to 10.00 Kms.
Stone aggregate Below 40 mm lead up to 10.00 Kms.
Stone aggregate Above 40 mm lead up to 10.00 Kms.
Good Earth for an avg. lead up to 5.00 Kms.
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