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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.4 LAdmitted-Finance | -31.85% | ₹30.4 L | L1 | Admitted-Finance |
| 2 | L2₹37.4 LAdmitted-Finance | -15.99% | ₹37.4 L | L2 | Admitted-Finance |
| 3 | L3₹44.5 LAdmitted-Finance | -0.15% | ₹44.5 L | L3 | Admitted-Finance |
| 4 | L4₹44.5 LAdmitted-Finance | -0.09% | ₹44.5 L | L4 | Admitted-Finance |
| 5 | L5₹44.6 LAdmitted-Finance | -0.01% | ₹44.6 L | L5 | Admitted-Finance |
Tender Value
₹44.6 L
EMD Value
₹89,120
Closing Date
7 Apr 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RandB Division Satwari
BOQ
2026_PWDJK_306655_1
Short e-NIT No. 129 of 2025-26 Dated 23-03-2026
Open Tender
Civil Works
180 days
Gol Gujral
eNIT/SBD
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Satwari
₹89,120
Satwari
23 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 2Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | |||||
| 3Providing, laying spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carraige of mixed material by tipper to site, for all leads and shifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on prepared surface and compacting vibratory roaller of 8-10 tonne capacity to achieve the desire density, complete as per specifications | |||||
| 4Providing 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 | |||||
| 5Providing and laying 25mm thick semidense Bituminous concrete using crushed stone aggregate of specified grading, premixed with bitumnious binder and filler, 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 per direction of Engineer-in-charge. 25mm 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 Batch type Hot Mix Plant of 60-90 TPH. | |||||
| 6 | Providing and laying 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. On bitumen surface @0.75Kg/Sqm (including cost and carraige of all materials involved upto site of work and all taxes involved account of labour and material involved bitumin Octroi charges quantity control etc.) | 2,600 | Sqm | - | - |
| 7Earth 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 | |||||
| 8P/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. | |||||
| 9 | 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. | 135 | cum | - | - |
| 10Centring and shuttering including strutting, propping etc and removal of form work for.- Foundation,footing, base of column | |||||
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