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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.9 LAdmitted-Finance | -41.02% | ₹12.9 L | L1 | Admitted-Finance |
| 2 | L2₹14.5 L+₹1.6 L (12.6%)Admitted-Finance | -33.60% | ₹14.5 L+₹1.6 L (12.6%) | L2 | Admitted-Finance |
| 3 | L3₹15.7 L+₹2.9 L (22.3%)Admitted-Finance | -27.89% | ₹15.7 L+₹2.9 L (22.3%) | L3 | Admitted-Finance |
| 4 | L4₹16.8 L+₹4.0 L (30.9%)Admitted-Finance | -22.82% | ₹16.8 L+₹4.0 L (30.9%) | L4 | Admitted-Finance |
| 5 | L5₹17.0 L+₹4.1 L (32.1%)Admitted-Finance | -22.11% | ₹17.0 L+₹4.1 L (32.1%) | L5 | Admitted-Finance |
Tender Value
₹21.8 L
EMD Value
₹43,620
Closing Date
23 Apr 2026, 6:00 pmClosed
EO
MUNICIPAL BOARD BASERI
TIMASIYA PULIYA WALE RASTE ME SAIFTY WALL NIRMAN KARYA
2026_DLB_548999_1
17-BASERI
Open Tender
Civil Works
Percentage
60 days
BASERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD BASERI/MD RISL JAIPUR
₹43,620
Yes
13 May 2026
28 Mar 2026
24 Apr 2026
28 Mar 2026
23 Apr 2026
28 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 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 | |||||
| 2Random rubble dry stone Kharanja (soling) under floor. | |||||
| 3Providing 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). | |||||
| 4Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) Ist Step | |||||
| 4.1 | 2nd step | - | Nos | - | - |
| 4.2 | 3rd step | - | cum | - | - |
| 5Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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) | |||||
| 6Construction 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) | |||||
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