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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-Finance | L1 | Accepted-Finance Less | |
| 2 | L2₹39.8 L+₹17,651.08 (0.45%)Accepted-Finance | L2 | Accepted-Finance More |
Tender Value
₹40 L
EMD Value
₹40,000
Closing Date
27 Dec 2023, 3:00 pmClosed
Block Development Officer Hosur
Block Development Office Hosur
Krishnagiri District Hosur Block under JJM MVS State Savings fund 2023-24_Construction of 100000 Litre OHT 12 m Staging height at VOC Nagar H/o Belathur Package No TN_HSR_001
2023_RDTN_400341_1
6843_2023_R13_08_12_2023
Open Tender
Civil Works
Item Rate
180 days
Hosur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹40,000
Block Development Office Hosur
15 Mar 2024
16 Dec 2023
27 Dec 2023
16 Dec 2023
27 Dec 2023
16 Dec 2023
18 Dec 2023
Amount
1.Construction of 100000 Litres Capacity OHT Tank of 12m Staging height at VOC Nagar Village H/o Belathur
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
i) Below 1.50m from GL
ii)Upto GL
iii)Above Gl and Upto 4.50m Height
iv)Above 4.50m and upto 7.32m Ht from GL
v)Above 7.32m and upto 10.98m Ht from GL
vi)From 10.98m upto 14.64m ht above GL
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
A) SQARE Surface
i) Columns below GL and above GL upto 3.30m ht
ii) Columns above 3.30m upto 4.30m ht from GL
iii)Columns above 4.30m upto 5.30m ht from GL
iv)Columns above 5.30m upto 6.30m ht from GL
v)Columns above 6.30m upto 7.30m ht from GL
vi)Columns above 7.30m upto 8.30m ht from GL
vii)Columns above 8.30m upto 9.30m ht from GL
viii)Columns above 9.30m upto 10.30m ht from GL
ix) Columns above 10.30m upto 10.90m ht from GL
B) Plane Surface
i) Below G.L and upto 3.30m ht above GL
ii) From 3.30m to 4.30m ht above GL
iii) From 6.30m to 7.30m ht above GL
iv) From 7.30m to 8.30m ht above GL
v)From 10.30m to 11.30m ht above GL
vi)From 11.30m to 12.30m ht above GL
c) Circular Surface
i) Centre Below Gl and Above GL to 3.30m
ii) Centre Column From 3.30m to 4.30m Height
iii) Centre Column From 4.30m to 5.30m Height
iv) Centre Column From 5.30m to 6.30m Height
v)Centre Column From 6.30m to 7.30m Height
vi) Centre Column From 7.30m to 8.30m Height
vii) Centre Column From 8.30m to 9.30m Height
viii) Centre Column From 9.30m to 10.30m Height
ix) Centre Column From 10.30m to 10.90m Height
c) Curved Surface
i) Upto 3.30m height (From Floor Slab)
ii) From 10.30m to 11.30m Height
iii) 10.30m to 12.30m Height
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
a) For Inlet Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
90mmx80mm PVC Threaded Coupler
b) For Outlet Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
65mm GM Gate Valve
90mmx80mm PVC Threaded Coupler
90mm x 63mm PVC Reducer
c) For Source Arrangemets
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
90mmx80mm PVC Threaded Coupler
d) For Overflow Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mmx80mm PVC Threaded Coupler
Rubber Sheet
Bolt and Nuts
e) Labour Charges
80mm GI Pipe - Cuttingt
80mm GI Pipe - Threading
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers.
Provision for CI Man hole cover
Provision for PVC Ventilating arrangements mosquito proof nylon net with 110mm PVC pipes and cowl as directed by departmental officers 2nos etc., all complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
Supply and delivery of 32mm GI Pipes (Medium) for Hand Rails over roof cover slab
Vertical pipes at 0.45m spacing ( 3.142 * 7.34m / 0.45m = 51 nos)
Harizontal pipes over Vertical pipes ( 3.142 *7.34m = 23.06m)
Supply and delivery of MS Base plate 40 x 6 mm thick for Hand Rails at 0.45 m height ( Horizantal ) Weight 1.99 kg / m = 3.14 *7.34 m = 23.067 m
Total Weight 23.06 m X 1.90 kg = 30.86 kg
Supply and delivery of MS Base plate of 100 x 100 x 6 mm thick over cover slab for fixing of 32 mm GI Pipes (Medium) Pipes vertical (approximately 0.750 grams for each)
Supply and fixing of Anchoor fastner bolt 12 mm dia of 75 mm long in the base plates
Labour charges for Fabirication of MS flates and GI Pipes
32 mm dia GI Ppes cutting charges
32 mm dia GI Ppes Welding charges
MS Flates cutting charges
MS Flates Welding charges
Painting of Iron works
MS Flats ( 40 X 6 mm ) 80 + 12 = 92 mm
32 mm dia GI Ppes Horizantal ( 3.142 * 23.1 m * 0.034 m = 2.46 sqm) and 32 mm dia GI Ppes Vertical = 51nos x 0.90 m x0.034 m - 1.56sqm ( 2.46+1.56 =4.02 )
Sundries
Provision for distribution pipe line
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete
63mm 4KSCPVC Pipe including laying and jointing,
63mm PVC Elbow
63mm PVC Tee
63mm PVC End Cap
63mmPVC Ball Valve
Provision for pumping pipe line
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete
75mm 6KSC PVC Pipe including laying and jointing,
75 mm 6ksc PVC Elbow
75mm PVC Tee
75mm PVC End Cap
90mm 6KSC PVC Pipe including laying and jointing,
90 mm 6ksc PVC Elbow
90mm PVC Tee
90mm PVC End Cap
Providing Lettering Nameboard Charges
Provision for Chlorinator as per sub estimate
90mm dia PVC pipe
63mm dia PVC pipe
32mm dia PVC pipe
63 x20mm PVC saddle
90 x63mm PVC reducer coupler
63mm x 50mm PVC reducer coupler
PVC gate valve 90mm dia
PVC gate valve 63mm dia
32mm PVC Elbow
32mm PVC End cap
90mm PVC End cap
Cost of brackets for PVC pipes
Labour charges for fixing the PVC pipes and specials including all charges
Provision for Soak pit as per sub estimate
Earthwork excavation and depositing on bank with initital lead of 10 m and lift of 2.00 m iin Hard stiff clay, stiff black cotton soil Hard red earth shales, murrams and earth mixed with small size in various classification of soil cofirm to SS.20B refilling of excaveted the earth etc. complete.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Brick work in Cement mortar 1:5 mix using country brick of size 22 x 11 x 7 cm including cost and conveyance and all labour charges etc.,
Supply and filling of 40 mm HBG metal (Jelly ) including cost and conveyance and all labour charges etc., complete
Supply and filling of Sand as per specification including cost and conveyance and all labour charges etc., complete
Plastering with CM 1:5 mix to 12 mm thick including cost and conveyance and all labour charges etc.,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Senthil Kumaran Contractor
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