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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹47.2 LAdmitted-Finance | -5.51% | ₹47.2 L | L1 | Admitted-Finance |
Tender Value
₹50.0 L
EMD Value
₹99,920
Closing Date
6 Aug 2026, 6:00 pmClosed
Executive officer
Nagar Palika Newai
Construction of Badmintan Court in Niwai.
2026_DLB_580701_20
Nit-13/2026-27 Newai
Open Tender
Civil Works
Percentage
120 days
NEWAI
Referred Document
2 documents required · 2 mandatory
₹500
MDRISL/EO
₹99,920
Yes
13 Aug 2026
1 Aug 2026
7 Aug 2026
1 Aug 2026
6 Aug 2026
1 Aug 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 |
|---|---|---|---|---|---|
| 1WORKS | |||||
| 1.01 | Dismantling Stone Masonry Rubble stone masonry in cement mortar. | 5 | P.CUM | 386 | ₹1,930 |
| 1.02 | 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 | 92.84 | P.CUM | 229.5 | ₹21,306.78 |
| 1.03 | 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) | 454.29 | P.Cum | 178.5 | ₹81,090.77 |
| 1.04 | 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. | 92.84 | P.CUM | 159 | ₹14,761.56 |
| 1.05 | 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). | 8.19 | P.CUM | 4,575 | ₹37,469.25 |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | 78.11 | P.CUM | 4,860 | ₹3,79,614.6 |
| 1.07 | Brick work with bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 | 116.27 | P.CUM | 6,300 | ₹7,32,469.5 |
| 1.08 | Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:4 (1 cement :4 coarse sand) | 10 | sqm | 767 | ₹7,670 |
| 1.09 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars | 4,950 | P.KG | 83.3 | ₹4,12,335 |
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