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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹53.9 L+₹2.1 L (4.03%)Admitted-Finance AWAS VIKAS COLONY BUDAUN | BUDAUN | BUDAUN | L2 | Admitted-Finance |
Tender Value
₹38.0 L
EMD Value
₹3.8 L
Closing Date
12 Oct 2026, 5:00 pmClosed
Executive Office
Executive Officer Nagar Palika Parishad Bulandshah
10workTender00008
2026_DOLBU_1193040_1
595 Date 05-10-2026
Open Tender
Civil Works
Percentage
120 days
Executive Officer Nagar Palika Parishad Bulandshah
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,484
Executive Officer Nagar Palika Parishad Bulandshah
₹3.8 L
16 Oct 2026
6 Oct 2026
13 Oct 2026
6 Oct 2026
12 Oct 2026
6 Oct 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 |
|---|---|---|---|---|---|
| 1 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast | 39.08 | cum | 4,368 | ₹1,70,701.44 |
| 2 | Providing and applying Primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm using mennual means. | 390.75 | sqm | 28.5 | ₹11,136.38 |
| 3 | Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications | 2,605 | Sqm | 13.2 | ₹34,386 |
| 4 | Providing and laying Dense Graded Bituminous Macadam 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 equiped 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 specificatons and directions of Engineer-in-Charge.50 to 100 mm average 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. | 65.13 | sqm | 10,743.8 | ₹6,99,743.69 |
| 5 | Providing and laying 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 equiped 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.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | 32.56 | cum | 12,235.2 | ₹3,98,378.11 |
| 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. | 81.4 | sqm | 618 | ₹50,305.2 |
| 7 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. | 13 | each | 697.4 | ₹9,066.2 |
| 8 | Excavation in foundations in ordinary soil ( Loam clay or sand ) including lift up to 1.5 m and lead up to 30.o meter and including filling, watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer- in charges up to a distance of 30 m from the foundation trenches | 300.16 | Cum | 110 | ₹33,017.6 |
| 9 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast | 142.72 | cum | 4,368 | ₹6,23,400.96 |
| 10 | Supply and Laying of Rubber moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 | 1,280 | sqm | 705 | ₹9,02,400 |
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