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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹95.8 LAdmitted-Finance | -17.85% | ₹95.8 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹5.0 L (5.20%)Admitted-Finance | -13.58% | ₹1.0 Cr+₹5.0 L (5.20%) | L2 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
1 Jun 2026, 6:00 pmClosed
COMMISSIONER MUNICIPAL COUNCIL BANSWARA
COMMISSIONER MUNICIPAL COUNCIL BANSWARA
MUNICIPAL COUNCIL BANSWARA Construction of boxing kabbadi at sports stadium
2026_DLB_557247_1
MUNICIPAL COUNCIL BANSWARA 02/2026-27/01
Open Tender
Civil Works
Percentage
365 days
COMMISSIONER MUNICIPAL COUNCIL BANSWARA
MUNICIPAL COUNCIL BANSWARA Construction of boxing kabbadi at sports stadium
2 documents required · 2 mandatory
₹1,000
COMMISSIONER MUNICIPAL COUNCIL BANSWARA
₹2.3 L
Yes
4 Jun 2026
7 May 2026
2 Jun 2026
7 May 2026
1 Jun 2026
7 May 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. In area of light jungle | 0.06 | Hect | - | - |
| 2 | 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | 434.55 | Cum | - | - |
| 3 | 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). | 83.01 | Cum | - | - |
| 4 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 304.2 | Sqm | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 79.83 | Cum | - | - |
| 6 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | 179.94 | Cum | - | - |
| 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. | 254.66 | Cum | - | - |
| 8 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 63.48 | Sqm | - | - |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) DPC | 14.28 | Cum | - | - |
| 10 | Random rubble dry stone Kharanja (soling) under floor. | 75.33 | Cum | - | - |
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