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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
21 Aug 2026, 6:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD PALASANA
Construction work of community building in place of demolished former community building of SC Mohalla Palsana MP LAD
2026_DLB_587200_1
E-NIB/2026-27/NIRMAN/1033 WORK 02
Open Tender
Civil Works
Percentage
90 days
PALASANA
AS PER NIT
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICER/MDRISL
₹14,000
Yes
3 Sept 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
21 Aug 2026
17 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 |
|---|---|---|---|---|---|
| 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 | 36.72 | cum | 229.5 | ₹8,427.24 |
| 2 | 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 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size) | 4.59 | cum | 4,885 | ₹22,422.15 |
| 3 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand | 21.96 | cum | 4,860 | ₹1,06,725.6 |
| 4 | Random rubble dry stone Kharanja (soling) under floor. | 3.47 | cum | 2,270 | ₹7,865.55 |
| 5 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 16.33 | cum | 6,500 | ₹1,06,145 |
| 6 | 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 :22.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | 20.99 | Sqm | 375 | ₹7,871.25 |
| 7 | 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 :22.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 23.99 | Sqm | 426 | ₹10,219.74 |
| 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 :22.1.3Suspended floors, roofs, landings, balconies and access platform. | 34.65 | Sqm | 456 | ₹15,800.4 |
| 9 | Reinforced 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/ mortar 23.3.2 M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) | 16.02 | cum | 7,660 | ₹1,22,713.2 |
| 10 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. 23.19.6 Thermo-Mechanically Treated bars. | 1,500 | kg | 83.3 | ₹1,24,950 |
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