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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -15.99% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
23 Apr 2026, 6:00 pmClosed
EO
MUNICIPAL BOARD BASERI
bari road par sign board lagane ka karya
2026_DLB_549294_2
31/2025-26
Open Tender
Civil Works
Percentage
30 days
BASERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD BASERI/ MD RISL JAIPUR
₹19,400
Yes
13 May 2026
31 Mar 2026
24 Apr 2026
31 Mar 2026
23 Apr 2026
31 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). | |||||
| 4Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars | |||||
| 5Centring 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. | |||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the 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/ mortarM-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) | |||||
| 7Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick framed to angle iron 40x40x5mm with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. | |||||
| 8Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Electric resistance or induction butt welded tubes | |||||
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