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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance 245 MOHD YOUNIS BHAT MALIKPORA PULWAMA MALIKPORA PULWAMA JAMMU KASHMIR 192301 | PULWAMA | JAMMU AND KASHMIR | 192301 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹97.2 L
EMD Value
₹1.9 L
Closing Date
6 Apr 2026, 4:00 pmClosed
Executive Engineer RNB Division Pulwama
Executive Engineer RNB Division Pulwama
Tahab Chakoora Road at Nownagri.
2026_PWDJK_306311_1
174/EEP/RNB/of 2025-26/12382-92 Dt.16.03.2026
Open Tender
Civil Works
Percentage
120 days
Pulwama
as per nit
3 documents required · 3 mandatory
₹1,600
Executive Engineer RNB Division Pulwama
₹1.9 L
7 Apr 2026
16 Mar 2026
7 Apr 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
PART -A
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: 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns includig all leads, lifts and carriage of material all complete.
Supply and filling of quarry stone in crates including knitting of crates and fittings 4mm thick wire with aperture size 100x100mm.with cost and carriage of all materials involved all complete as per directions of EIC
Carriage of different materials from different source to site of work
Stone Agg./sand for an avg. lead of 10 Kms
PART -B
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:1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns includig all leads, lifts and carriage of material all complete.
Supply and filling of quarry stone in crates including knitting of crates and fittings 4mm thick wire with aperture size 100x100mm.with cost and carriage of all materials involved all complete as per directions of EIC
Supply and filling of nallah boulders including Ramming dressing, behind rwall including all carriages complete
Carriage of different materials from different source to site of work
Stone Agg./sand for an avg. lead of 10 Kms
PART -C
Supply and filling of RBM/Nallah Muck in layers including dressing, watering and consolidation with PRR including all carriages
Supplying and stacking of graded stone aggregate at site of size range 63 mm to 45 mm (excluding carriages)
Supplying and stacking of stone screening at site, 13.2 mm nominal size (Type A) (excluding carriages)
Supplying and stacking of stone dust/moorum at site (excluding carriages)
Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. base course with stone aggregate at site of size range 63 mm to 45 mm including tone screening 13.2 mm size complete
Carriage of different materials from different source to site of work
Stone Aggregate for avg. lead 33 kms
Stone screening/Dust/ for avg. lead 33 kms
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