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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.7 LAdmitted-Finance | -0.33% | ₹22.7 L | L1 | Admitted-Finance |
| 2 | L2₹23.9 LAdmitted-Finance | +5.00% | ₹23.9 L | L2 | Admitted-Finance |
| 3 | L2₹23.9 LAdmitted-Finance | +5.00% | ₹23.9 L | L2 | Admitted-Finance |
Tender Value
₹23.8 L
EMD Value
₹47,520
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD(RandB) Division Satwari
Office of the Executive Engineer PWD(RandB) Division Satwari
Permanent Restoration of KC Gurukul Lower muthi road and allied links Balwant Vihar and allied links.
2026_PWDJK_301258_8
Short e-NIT No. 101 of 2025-26 Dated 23-01-2026
Open Tender
Civil Works
30 days
Satwari
As per eNIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Division Satwari
₹47,520
Satwari
21 Feb 2026
23 Jan 2026
17 Feb 2026
23 Jan 2026
16 Feb 2026
23 Jan 2026
27 Jan 2026
Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm.
Engaging JCB for clearance of bulk mulba/Building Rubbish dumped by local road berms
Removal of debris including shifting of mulba from site to dumping yard by engaging Tractor with Trolley.
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
P/L in position Cement conc. 1 cement:4fine sand:8graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level.
P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level.
Centring and shuttering including strutting, propping etc and removal of form work for.- foundation, footing, base of columns
Centring and shuttering including strutting, propping etc and removal of form work for.- Suspended floor/slab
Centring and shuttering including strutting, propping etc and removal of form work for.-Edges of slab ( under 20cm wide )
Providingand and laying in position specified grade of reinforced cement concrete (1:1.5:3) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.
Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete
Providing and laying in position 50mm thick cement concrete Flooring in 1 cement:2 fine sand:4 graded crushed stone aggregates 20mm size
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Carriage of sand with in avg. lead 10 km by M.T.
Carriage of Aggregate with in avg. lead 10 km by M.T.
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