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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | -28.55% | ₹8.4 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 LAdmitted-Finance | -27.10% | ₹8.6 L | L2 | Admitted-Finance |
| 3 | L3₹8.9 LAdmitted-Finance | -24.99% | ₹8.9 L | L3 | Admitted-Finance |
| 4 | L4₹9.5 LAdmitted-Finance | -19.95% | ₹9.5 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical documents are not acceptable |
Tender Value
₹11.9 L
EMD Value
₹23,760
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD(RandB) Division Satwari
Office of the Executive Engineer PWD(RandB) Division Satwari
Road from Taru Chak to Baba Potto Devasthan.
2026_PWDJK_301353_10
Short e-NIT No. 102 of 2025-26 Dated 24-01-2026
Open Tender
Civil Works
30 days
Marh
As per eNIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Division Satwari
₹23,760
Satwari
2 Mar 2026
24 Jan 2026
17 Feb 2026
24 Jan 2026
16 Feb 2026
24 Jan 2026
27 Jan 2026
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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing, laying, spreading and compacting graded stone aggregate (size range 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 applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver 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% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Carriage of material by mechanical transport at an avg. lead of 15 km Stone agg. 40mm or above
Carriage of material by mechanical transport at an avg. lead of 15 km stone aggregate below 40mm
Carriage of material by mechanical transport at an avg. lead of 15 km Sand
Supplying and digging carrying by lorry,river bed material mixed with coarse sand and round nallah shingle 75mm as per lines,cross sections,grade and camber including watering and consolidation in layers with 8-10 ton power roller compacted.Finished work including material and labour
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