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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
21 Jun 2023, 3:00 pmClosed
MUNICIPAL COMMISSIONER
RAJAPALAYAM MUNICIPALITY, RAJAPALAYAM 04563222328
1. Construction of Overhead tank 1.00 Lakh Litre capacity at Alagapuri in Rajapalayam
2023_MAWS_322332_1
5293-2021-e1-rt
Open Tender
Civil Works
Works
180 days
RAJAPALAYAM MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹30,000
Yes
26 Jun 2023
2 Jun 2023
21 Jun 2023
2 Jun 2023
21 Jun 2023
2 Jun 2023
Amount
Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charges and as directed by the Officers.
First depth of 2m
2 nd Depth
Sand filling for foundation with clear M sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing etc. complete and as directed by TWAD Board Officers for works beyond 1.50m from GL for footing.
R.C.C. 1:1.5:2(M30) (one cement one and half sand and two 20mm &10mm HBG stone) for Floor slab floor beam &side wall excluding the cost of reinforcement, centering and shuttering but including the cost of mixing, placing, vibrating of concrete curing and finishing etc., complete as directed by the officers.
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACES
Below GL
Below& 3.30m ht from G.L
Above GL (+3.300 - +4.300m)
For Brace I
For Brace II
For Floor Beam and Bottm of Floor slab
Above GL (0.000 - +3.300m)
CURVED SURFACE
For Side Wall, & Floor slab sides and Haunch
Above GL (+11.300 - +12.300m)
For Side Wall, Roof Slab sides
SQUARE COLUMN
For column Below GL
For column GL 0 to 3.30M
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.30m to 11.55m )
Central circular column:
Column above 0 to 3.3m
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Providing MS Ladder & Hand rails arrangements in 1,00,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers
Providing manhole cover of size 1x1 0.60 X 0.60 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.
Supply & Delivery of following Pipes and specials for OHT connection
Supply of GI Pipes for OHT Connections 65 mm dia
65mm Ø GI Elbow
65mm Ø GI coupling
65mm Ø GI Flange Set
65mm Ø GM Gate valve
Add GST 18%
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