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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹37,770.70Admitted-Finance | ₹37,770.70 | H1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B.L. CONSTRUCTION H1 |
|---|---|---|---|---|
| 1.00 | 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 | 1 | CUM | 229.5 ₹229.50 |
| 2.00 | 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). | 1 | CUM | 4,500 ₹4,500 |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth :
Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | CUM | 4,800 ₹4,800 |
| 4.00 | Extra for random rubble masonry with hard stone in superstructure
above plinth level and upto two stories. | 1 | CUM | 970 ₹970 |
| 5.00 | 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 : Foundations, footings, bases of columns, etc. for mass concrete. | 1 | SQM | 236.5 ₹236.50 |
| 6.00 | Reinforcement for R.C.C. work at all levels including straightening,
cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 1 | KG | 83.3 ₹83.30 |
| 7.00 | 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 : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20
mm nominal size) | 1 | CUM | 6,200 ₹6,200 |
| 8.00 | Cement plastering including T&P, scaffolding, material and complete
labour, including cost of water, curing, racking of joints etc. with 15
mm cement plaster on the rough side of single or half brick wall 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 | SQM | 294.5 ₹294.50 |
| 9.00 | Cement plastering including T&P, scaffolding, material and complete
labour, including cost of water, curing, racking of joints etc. with 12
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 | SQM | 213.5 ₹213.50 |
| 10.00 | Neat cement punning | 1 | SQM | 52.1 ₹52.10 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
29 Dec 2025, 6:00 pmClosed
EXECUTIVE OFFICER MUNICIPAL BOARD RAIPUR
EXECUTIVE OFFICER MUNICIPAL BOARD RAIPUR
ARC FOR REPAIR AND CONSTRUCTION OF NALLAH/DRAIN/CROSS IN MUNICIPAL AREA RAIPUR
2025_DLB_520209_3
NIT06(04)
Open Tender
Civil Works
RAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹40,000
Yes
9 Jan 2026
12 Dec 2025
30 Dec 2025
12 Dec 2025
29 Dec 2025
12 Dec 2025
Amount
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
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).
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)
Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.
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 : Foundations, footings, bases of columns, etc. for mass concrete.
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
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 : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall 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
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 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
Neat cement punning
Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. 12.7.1 Average thickness 60 to 75 mm
Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' 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
Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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 40mm thick
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 200 mm internal diameter
300 mm internal diameter
450 mm internal diameter
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