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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance Quoted Rate |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
6 Jul 2020, 11:00 amClosed
Executive Engineer
Khaipar Banda
Construction of Main Building at New Police Station Bharatkoop Distt Chitrakoot
2020_SCIDC_488744_1
37/EE/E-Procor/Banda/20-21 Dt 30-06-20
Open Tender
Civil Works
Item Rate
120 days
EE Office UPSCIDCO Banda
Construction of Main Building at New Police Station Bharatkoop Distt Chitrakoot
2 documents required · 2 mandatory
₹2,596
UPSCIDC
₹3.8 L
10 Jul 2020
30 Jun 2020
6 Jul 2020
30 Jun 2020
6 Jul 2020
30 Jun 2020
Amount
MATERIALS Supply of PPC cement of leading manufacturer confirming to IS specification as per IS 1489 part I , 2015 company must be ACC/BIRLA/UTTAM, JP ,PRISM rate FOR site
Supply of Course Sand of approved quarry Payment will be done after 12.5% bulkage deduction
Supply of crushed stone grit of 20 mm size of approved quarry Bharatkoop/Kabrai
Supply of crushed stone Ballast of 40 mm size of approved quarry Bharatkoop/Kabrai or Shankargarh
Supply of Tor Steel All dia I.S.I.
Only Labour work with all T&P, mixture machine, vibrator,its oil,operator complete. Cleanig of jungle.
Layout of Building.
Earth filling of availabe Earth.
Earth work in filling under floor upto plinth including watering ramming by cortage earth
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Hard rock
Labour work of PCC 1:4:8 (cement:course sand:40 mm stone ballast)
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone Grit in the proportion 1:1½:3 (cement:C/Sand:S/Grit) in excluding supply of reinforcement and its bending& binding. With 24BWG binding wire including supply of all labours, tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-200. in Plinth Bend In Colum G.F+FF+SF
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone Grit in the proportion 1:1½:3 (cement:C/Sand:S/Grit) in excluding supply of reinforcement and its bending& binding. With 24BWG binding wire including supply of all labours, tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-200. in Plinth Bend In Colum G.F+FF+SF Lintel Bend
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone Grit in the proportion 1:1½:3 (cement:C/Sand:S/Grit) in excluding supply of reinforcement and its bending& binding. With 24BWG binding wire including supply of all labours, tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-200. in Plinth Bend Beam G.F+FF+SF
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone Grit in the proportion 1:1½:3 (cement:C/Sand:S/Grit) in excluding supply of reinforcement and its bending& binding. With 24BWG binding wire including supply of all labours, tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-200. in Plinth Bend In slab G.F+FF+SF
R.C.C. works with cement approved coarse sand and 2 cm. (3/4") gauge approved stone Grit in the proportion 1:1½:3 (cement:C/Sand:S/Grit) in excluding supply of reinforcement and its bending& binding. With 24BWG binding wire including supply of all labours, tools and plants etc required for proper completion of the works. Strength of the concrete shall not be less than M-200. in Plinth Bend In Raft
25 mm thick D.P.C 1:1.5:3 cement, c/sand & 13 mm Stone grit including water proofing materials including supply of all materials Labour T&P.
M.S. tor steel Work in R.C.C. Work with cutting bending binding ans placing etc complete work including binding wire. All dia.
Provinding & Injecting chemcal emulsion for antritermite treatment as per plinth area.
Shuttering Fixing and removal of shuttering. In Colum G.F+FF+SF
Lintel Bend
Beam G.F+FF+SF
In slab G.F+FF+SF
In Raft
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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