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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | -27.11% | ₹7.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.5 L+₹21,171.17 (2.91%)Admitted-Fee/PreQual/Technical/Finance | -24.99% | ₹7.5 L+₹21,171.17 (2.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.7 L+₹42,142.61 (5.79%)Admitted-Fee/PreQual/Technical/Finance | -22.89% | ₹7.7 L+₹42,142.61 (5.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.9 L+₹62,115.41 (8.53%)Admitted-Fee/PreQual/Technical/Finance | -20.89% | ₹7.9 L+₹62,115.41 (8.53%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10.0 L
EMD Value
₹19,980
Closing Date
3 Aug 2026, 6:00 pmClosed
Commissioner Municipal Corporation, Bharatpur
Municipal Corporation, Bharatpur
Construction of Boundary Wall and Tinshed Brahchari Baghichi.
2026_DLB_577435_3
Nit (13/2026-27) Municipal Corporation, Bharatpur
Open Tender
Civil Works
Percentage
60 days
Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner Municipal Corporation, Bharatpur
₹19,980
Yes
4 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge.
In cement mortar | - | CUM | 462.5 | - |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | - | SQM | 46.6 | - |
| 3 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | - | CUM | 1,663 | - |
| 4 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
Depth upto 1.5 m | 1 | CUM | 229.5 | ₹229.27 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | CUM | 4,575 | - |
| 6 | Random rubble masonry with hard stone in foundation and plinth :
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | 4,860 | - |
| 7 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. | - | CUM | 159 | - |
| 8 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | - | CUM | 178.5 | - |
| 9 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80mm thick | - | SQM | 792 | - |
| 10 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:4 (1 cement : 4 fine/ coarse sand) | - | SQM | 227 | - |
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