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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.9 LAdmitted-Finance | -0.10% | ₹20.9 L | L1 | Admitted-Finance |
| 2 | L2₹21.2 LAdmitted-Finance | +1.00% | ₹21.2 L | L2 | Admitted-Finance |
Tender Value
₹20.9 L
EMD Value
₹42,000
Closing Date
2 Apr 2026, 12:00 pmClosed
EE REDBASTI
O/O EE REDBASTI
Manorma Tak se Sadhu Baba ke sthan tak CC road and retaining wall ka nirman karya
2026_REDUP_1129958_6
2687/RED/PVN-Harriya/2025-26 Dt. 17.02.26
Open Tender
Civil Works
90 days
works
as per sbd
2 documents required · 2 mandatory
₹944
₹42,000
Yes
13 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
25 Mar 2026 - 2 Apr 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 |
|---|---|---|---|---|---|
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution (Length of pile for payment shall be measured upto to the bottom of pile cap) : DSR 2023-20.3.2 400mm dia | - | mtr | - | - | |
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. As per S.I. No. 251 | - | Cum | - | - | |
Concrete with 4cm. Gauge approved stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. SOR-281 | - | Cum | - | - | |
R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC raft foundation and footing with 4 cm. (1½') gauge approved stone ballast, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 287A | - | Cum | - | - | |
R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC T-beam and slab roofs and RCC columns, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. T-Beam, Slab & column SOR-288A | - | Cum | - | - | |
Mild steel or reinfored for RCC work for proper completion of the work and including supply of steel its wastage. SOR-504 | - | qtl | - | - | |
Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar in S/Structure , including supply of all materials labour and T & P etc. required for the proper completion of the work. SOR 305 | - | Cum | - | - | |
12 mm.thick plaster with cement mortar consissing of 1 part cement and 4 part of fine sand of 1.25 FM over brick work minimum thickness not be less than 10mm. Including supply of all materials, labours and T&P etc. required for proper completion of work. SOR 584 | - | sqm | - | - | |
Finishing of wall with primium acrylic smooth exterior paint on new work inlcuding base coat of water proof cement paint. (SOR-CPWD-13.47.1) | - | sqm | - | - | |
Earth work in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. With Cartage 5 Km As per SI No. 253 | - | Cum | - | - |
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