Construction of 60000 Litre OHT 12m stage at Beski Nagar in Reddiyarpatti Pt 15th CFC BPT Savings Fund 2025-26

Construction of 60000 OHT (12m Stage) at Beski Nagar in Reddiyarpatti village in Reddiyarpatti Panchayat.

Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils. For 1st depth of 0 m to 2 m

For 2nd depth of 2 m to 3 m

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

Plain cement concrete 1:4:8 using 40 mm hard broken granite metal for levelling course including cost of placikng, ramming, consolidating, curing etc. complete for footings.(1.5m to 4.5m below GL)

R.C.C. using M 30 design mix for the following items excluding the cost of reinforcement and centeringkl charges but including the cost of mixing, placing in position, consolidating, vibrating of concrete, curing etc. 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

Centering soffits of RCC works including strutting and shuttering charges etc., complete for the following Plain surface Below GL

GL 0 to 3.30 M

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 (11.31m to 11.40m )

Curved surface - From 0 to 3.3m from floor level

from 3.3m to 4.3 m ht from floor level

Supply, fabrication,placing in position of steel rods cutting, tying etc., complete including cost of reinforcements

Painting two coats to exposed surface of OHT using Emulsion paint

Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.

Providing manhole cover of size 1x1 0.75 X 0.75 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

Supply and Delivery of G.M.Gate valve 65mm size

Supply & Delivery of 65 mm G.I Tee

Supply & Delivery of 65 mm G.I Coupling

Supply & Delivery of 65 mm G.I bend

Supply & Delivery of 90mm T.Coupler PVC

Supply & Delivery of 80mm x 65mm G.I.Reducer

Supply & Delivery of 65mm G.I.flange set

Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers

Pipe line arrangements (SUB ESTIMATE) Supply and delivery of 90mm PVC Pipe 6KSC

Supply and delivery of 75mm PVC Pipe 4KSC

Earthwork excavation and depositing on bank with initial lead and lift of 10m including all cost etc complete.

Refilling with excavated soil other than sand including all cost and all labour charges etc complete.

Laying and jointing of 90mm PVC Pipes and specials etc complete.

Laying and jointing of 75mm PVC Pipes and specials etc complete.

Provision Water meter Arrangements

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