Construction of OHT with 10000 litres capacity at Milaripattu Colony in Koovanur Panchayat

Amount

Construction of OHT with 10000 litres capacity at Milaripattu Colony in Koovanur Panchayat

Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Reinforced cement concrete 1:1.5:3mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

Column Footing Below 1.50 m from GL

0m to 1.50m below GL

0m to 4.50m above GL

4.50 m to 7.32 m above GL

Braces at GL

Braces at 2.60 m from GL

Floor beam at 6.00 m from G.L.

Sidewall from 7.32 m to 8.30 m Above

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical

Column Footing (Plane Surface)

Plain Surface

Below GL

Brace at 2.60 m Above GL

From 5.30m to 6.30m above GL

Floor beam sides from 5.31 m to 6.30 m above GL - Inside

Floor slab and working platform at 5.70 m above G.L..

Floor slab upto 3.30 m above plateform

Square Column:

Square Column Below GL and upto 3.30m above GL

3.31m to 4.30m ht

4.31m to 5.30m ht

5.31m to 5.45m ht

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

Exterior Emulsion Painting two coats over New Cement Plastered surface using Exterior Emulsion Paint including with Priming one coat cost and conveyance of paint and all labour charges etc complete.

Supply and Fixing of GI pipes for OHT connections including civil works

Supply,delivery and fixing in position of MS ladder outside the Service reservoir

Supplying and fixing of CI manhole cover with frame of size 0.60m X 0.60m

Levelling and clearing the SR site

Providing RCC ladder inside the tank

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

Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 Size of Earth work ( 1x0.60x1.05m)

Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works

a. 90 mm OD PVC Pipe 6 KSC

Conveying the PVC Pipes and specials to trench lowering into the trenches, laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste and testing to the required pressure as per IS including conveyance etc

a.90mm OD PVC Pipe 6 KSC

Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.

a. 90mm OD PVC Pipe 6 KSC

Provision for Name Board charges

Provision for photographic charges

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}

Vignesh E (BID ID -1126198)