Palacode Block - Construction of OHT 60000 Litre at Kammalapatty H/o.Kammalapatty in Package No.TN04-04/ JJM 2023-2024 Palacode Block

Amount

Construction of 60000 Litre OHT Tank 12.00mm Stagging Height with Pipeline @ Kammalapatti H/o. Kammalapatti Rs.27.25 Lakhs

Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart

In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, a) stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.208

Second depth of 2.0m to 3.0 m

Sand filling for foundation with clear including river cost sand of 2 sand,watering.ramming and consolidation etc complete as directed by TWAD Board officers

For Column Footing

PCC 1:4:8 using 40mm HBG 3 metal including mixing curing etc below 1.50 m from GL.

For footing

RCC in M 30 mix using 10mm& 20mm size HBG metal excluding cost of 4 reinforcement and centering but including cost of mixing. laying, curing, etc.complete finishing

For rectangular portion

For trapezoidal portion

0m to 1.50m below GL

0m to 1.00m above GL

1.00m to 4.50m above GL

4.50 m to 7.32 m above GL

7.32 m to 10.98 m above GL

10.98m to 14.64m above GL

14.64m to 18.30 m above GL

Steel Centering soffits of RCC orks including strutting and shuttertting charges etc. completed for the following

Below GL

From GL to 3.30m

From 3.31m to 4.30m

From 5.31m to 6.30m

From 6.31m to 7.30 m

From 8.31m to 9.30m

From 9.31m to 10.30m

From 11.31m to 12.30m

Square column

Square colunm below GL and Upto 3.30m above GL

3.31m to 4.30m ht

4.31m to 5.30m ht

5.31m to 6.30m ht

6.31m to 7.30m ht

7.31m to 8.30m ht

8.31m to 9.30m ht

9.31m to 10.30m ht

10.31m to 11.30m ht

11.31m to 12.30m ht

Curved surface - upto 3.30m ht

Curved surface - 3.30m to 4.30m ht

Supply fabirication placing in posting of steel rods cutting tying etc. complete including cost of reinforcement RTS roads

Painting two coatsto the exposed surface of SR using cement paint

Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design

Providing Hand rails over the Roof slab by using 32 mm Gl Pipe with 40mm x 6mm MS 9 Flat and fixied with 12mm dia 1 Fastner Bolt 75mm long and as directed by TWAD Bd officers

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three 10 aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc..

Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm Gl pipe and spls as directed 11 by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow, 4nos cutting and 8 nos threading and 2 nos 65 mm Gl tee

Providing cut stone slab in CM 1:3 of size 0.3m * 0.3 m x 0.15 m and as directed by TWAD Board officers

Providing manhole cover of size 0.6 * 0.6N in RCC 1:1.5:3 with suitable 13 reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers

Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes. specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of Gl pipes with two coats of approved quality enamel paint

65mm dia Gf pipes

75mm dia PVC Threaded coupler

65mm dia GI Tee

65mm dia GI Elbow

65mm dia GM Gate valve

65mm dia GI Flangeset

65mm dia GI Coupling

65mm Gl Dummy

63 mm PVC 4Ksc Pipe

63 mm PVC Bend

cutting of 65mm Gl pipes

Thearding of 65mm Gl pipes

75mm X 90mm Reducer PVC

90mm dia PVC Threaded adopter

Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers

Earth work excavation and depositing on bank with in inibal lead of som and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per 55 208

Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.

Labour charges for laying and joining 40mm HDPE Pipes including all labour 3 charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete

Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc ., complete,

Provision for Name Board

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}

SAKTHI CONTRACTORS