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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.4 LAdmitted-Finance | -14.99% | ₹24.4 L | L1 | Admitted-Finance |
| 2 | L2₹27.3 L+₹2.9 L (11.8%)Admitted-Finance | -4.99% | ₹27.3 L+₹2.9 L (11.8%) | L2 | Admitted-Finance |
| 3 | L3₹28.7 L+₹4.3 L (17.5%)Admitted-Finance | -0.11% | ₹28.7 L+₹4.3 L (17.5%) | L3 | Admitted-Finance |
| 4 | L4₹30.7 L+₹6.3 L (25.8%)Admitted-Finance BARIYAWAN BARIYAWAN BARIYAWAN BARIYAWAN AMBEDKAR NAGAR UTTAR PRADESH 224210 | AMBEDKAR NAGAR | UTTAR PRADESH | 224210 | +6.91% | ₹30.7 L+₹6.3 L (25.8%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹28.7 L
EMD Value
₹57,420
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Officer
MUNICIPALOFFICE GHARSANA
Repair work of B.T.Road from Deepak Jawalers To Ganesh Mandir, Bharatmala Road Gharsana
2026_DLB_551774_12
NPGSN/NIRMAN/2026-27/38
Open Tender
Civil Works
Percentage
Gharsana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
MUNICIPAL BOARD
₹57,420
Yes
25 Jul 2026
17 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 Apr 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 |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.
Bituminous courses | - | CUM | - | - |
| - | Carriage of Materials by mechanical transport including loading, unloading and stacking ::
Stone, boulders, gravelly material | - | CUM | - | - |
| - | Filling of Pot- holes and patch repairs with Built up Spray Grout in two layers with 53-22.4mm size of aggregate upto 75mm depth and removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 506, compacting with 8-10 tonne power roller, trimming and finishing the surface to form a smooth continuous surface complete using Bitumen VG-grade 30 as per clause 503, 506 & 3004.2 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Sqm | - | - |
| - | Brick work with FPS bricks of class designation 75 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | - | - |
| - | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :
1:4 (1 cement : 4 fine/ coarse sand) | - | SQM | - | - |
| - | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Sqm | - | - |
| - | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Sqm | - | - |
| - | Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone
aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone
aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat.
With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) | - | Cum | - | - |
| - | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
With Bitumen VG-grade 30 | - | Sqm | - | - |
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