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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -57.35% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.5 LAdmitted-Finance | -46.50% | ₹7.5 L | L2 | Admitted-Finance |
| 3 | L3₹7.9 LAdmitted-Finance | -43.50% | ₹7.9 L | L3 | Admitted-Finance |
| 4 | L4₹10.8 LAdmitted-Finance | -22.99% | ₹10.8 L | L4 | Admitted-Finance |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
4 Mar 2026, 4:00 pmClosed
Executive Engineer PWD (RnB) Division Doda
Executive Engineer PWD (RnB) Division Doda
As per NIT/SBD
2026_PWDJK_304546_2
e-NIT 94 of 2025-26
Open Tender
Civil Works
60 days
Doda
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Treasury Challan under MH 0059
₹28,000
Yes
12 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 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 All kinds of soil :
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
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:1:3:6 (1 cement : 3 coarse sand : 6 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) Nallah.
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah
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) with 20% boulder .
Dumping stone including cost of stones. in Horizontal on level
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Carriage of Meterial by Mechanical Transport including loading and unloading and stacking complete job at site.
Carriage of Stone at an average lead of 05.00kms by MT
Carriage of Sand at an average lead of 30.00kms by MT.
Carriage of Bajree 20mm ) at an average lead of 30.00kms by MT.
Carriage of Bajree (Above 40mm) at an average lead of 30.00kms by MT.
Carriage of Mulba at an average lead of 01.00kms by MT..
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