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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | -15.20% | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 Cr+₹69.9 L (11.4%)Admitted-Finance | -5.57% | ₹6.9 Cr+₹69.9 L (11.4%) | L2 | Admitted-Finance |
| 3 | L3₹8.5 Cr+₹2.4 Cr (38.8%)Admitted-Finance | +17.69% | ₹8.5 Cr+₹2.4 Cr (38.8%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹7.3 Cr
EMD Value
₹14.5 L
Closing Date
15 Jan 2026, 6:00 pmClosed
Executive Officer
Nagar Palika Bhim
Drainage system, road light and other work at Municipal Board Bhim under Chief Minister Budget Announcement 2024-25
2025_DLB_515884_1
NP-Bhim/ENIT/04/2025-26/951
Open Tender
Civil Works
Percentage
Bhim
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Executive Officer and MD RISL Jaipur
₹14.5 L
Yes
30 Jan 2026
27 Nov 2025
17 Jan 2026
27 Nov 2025
15 Jan 2026
15 Dec 2025
15 Dec 2025 - 15 Dec 2025
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 | 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 | 8,454.52 | Cum | 229.5 | ₹19,40,312.34 |
| 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 ordinary rock. Depth upto 1.5 m | 5,636.34 | Cum | 1,064 | ₹59,97,065.76 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 1,068.63 | Cum | 5,000 | ₹53,43,150 |
| 4 | 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 : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) | 1,991.51 | Cum | 6,410 | ₹1,27,65,579.1 |
| 5 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 1,190.3 | Sqm | 236.5 | ₹2,81,505.95 |
| 6 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 16,765.58 | Sqm | 367 | ₹61,52,967.86 |
| 7 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 218.63 | Sqm | 456 | ₹99,695.28 |
| 8 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 69,702.75 | Kg | 83.3 | ₹58,06,239.08 |
| 9 | Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc. 150 mm dia | 228.45 | Mtr | 164 | ₹37,465.8 |
| 10 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 600x800mm (75mm thick) for span 300 to 450mm | 21.6 | Sqm | 1,583 | ₹34,192.8 |
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