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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Finance | -37.56% | ₹15.4 L | L1 | Admitted-Finance |
| 2 | L2₹16.4 L+₹1.0 L (6.82%)Admitted-Finance | -33.30% | ₹16.4 L+₹1.0 L (6.82%) | L2 | Admitted-Finance |
| 3 | L3₹16.6 L+₹1.2 L (7.85%)Admitted-Finance | -32.66% | ₹16.6 L+₹1.2 L (7.85%) | L3 | Admitted-Finance |
| 4 | L4₹17.1 L+₹1.7 L (11.2%)Admitted-Finance | -30.55% | ₹17.1 L+₹1.7 L (11.2%) | L4 | Admitted-Finance |
| 5 | L5₹17.2 L+₹1.9 L (12.1%)Admitted-Finance | -30.00% | ₹17.2 L+₹1.9 L (12.1%) | L5 | Admitted-Finance |
Tender Value
₹24.6 L
EMD Value
₹49,220
Closing Date
6 Feb 2026, 3:00 pmClosed
Executive Engineer RnB Division
SUMBAL SONAWARI
Providing cash barrier, retaining wall and widening of Sumbal Bandipora road at SK Bala and Ajas.
2026_PWDJK_301997_1
NIT NO 77 OF 2025-26 SUMBAL DIVISION
Open Tender
Civil Works
Percentage
30 days
SUMBAL SONAWARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
Executive Engineer RnB Division
₹49,220
10 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 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.
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 50m and lift 1.5m as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited)
Providing and laying of stone soling/boulders (Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. M-7.5 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate) 40mm nominal size crushed in foundation and under flooring, all work including carriage of material
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 etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing 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:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
3" PVC Pipes for weepholes
Providing and Erecting a W Type crash barrier comprising of 3mm thick corrugated sheet beam rail 85cm above road/ground level,fixed on ISMC series channel vertical posts 150x75x5 mm spaced 2 m centre t centre ,2m high with 1.15 m below ground level,all steel parts and fitments to be galvanized by hot dip process,all fittings to conform to IS:1367 and IS 1364, metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm.546mm long complete as per clause 810,incl.cost of required necessary excavation of posts and cement concrete 1:2:4 grade of size 0.45x0.45x1.15m complete job all sorts of carriage.
Carriage of material by Mechenical transport:- Cement avg lead upto 10km
Aggragate avg lead upto 9km
Sand avg lead upto 9km
Carriage of excavated stones from site to be dumped at Degree College Ajas/Tehsil Office Ajas as directed by EIC for an average lead of 5 Kms.
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