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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | -50.00% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 LAdmitted-Finance | -39.11% | ₹3.0 L | L2 | Admitted-Finance |
| 3 | L3₹3.2 LAdmitted-Finance | -37.00% | ₹3.2 L | L3 | Admitted-Finance |
| 4 | L4₹3.2 LAdmitted-Finance | -35.10% | ₹3.2 L | L4 | Admitted-Finance |
| 5 | L5₹3.5 LAdmitted-Finance | -31.00% | ₹3.5 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
31 Jan 2026, 4:00 pmClosed
Executive Engineer
xecutive Engineer PWD RnB Division Marwah
CONSTRUCTION OF LINK ROAD FROM MAIN ROAD MANZGAM QADERNA TO BUNGAM
2026_PWDJK_300470_4
e-NIT No. 37 of 2025-26 dated 12-01-2026
Open Tender
Civil Works
30 days
Marwah
CONSTRUCTION OF LINK ROAD FROM MAIN ROAD MANZGAM QADERNA TO BUNGAM
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RnB Division Marwah
₹10,000
Executive Engineer PWD RnB Division Marwah
9 Feb 2026
12 Jan 2026
2 Feb 2026
12 Jan 2026
31 Jan 2026
12 Jan 2026
15 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 byEngineer-in-Charge.
All kinds of soil :
Ordinary Rock
Hard Rock (Requiring Blasting )
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)
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Labour Rate)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone(Nallah)(Labour Rate)
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.1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete.
Dumping Stone behind retaining wall including cost of stone
Carriage of Materials By Mechanical Transport including loading, unloading and stacking
Carriage of Sand at an average distance of 05 Km by MT
Carriage of Stone aggregate at an average distance of 28 km by MT
Carriage of Cement at an average distance of 110 km by MT
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