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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -50.00% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 LAdmitted-Finance | -48.54% | ₹6.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.5 LAdmitted-Finance | -46.01% | ₹6.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Permanent Restoration of Kanna Chargal to Sandhoori. (Under Capex Budget).
2026_PWDJK_300491_11
short Enit-69 of 2025-26 dated 12-01-2026
Open Tender
Civil Works
20 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹24,000
3 Feb 2026
13 Jan 2026
24 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
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 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 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)
Hand pack stone filling behind R/wall including supply of stones.
Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of Engineer-in-charge (Crate size 6.00x1.20x1.20 mtr) complete job
Providing, laying, spreading, compacting and rolling RBM including supply of material to site of work complete
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diametre
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Carriage of Material by Mechanical Transport
Sand/Stone Agg Below 40 mm for an avg. lead of 10.00 kms
Stone aggregate above 40 mm for an avg. lead of 10.00 kms
Stone for an avg. lead of 10.00 kms
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