KMP_ME_VP_OHT

Amount

Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay bicak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size

First depth of 2m

Second depth of 1m

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

Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete as

RCC 1:1.5:3 (One cement, one and half sand and three aggregates)using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of

Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using

Below GL

GL to 3.30m

Curved Surface

Square Columns

Below GL

Painting two coats with approved Plastic Emulsionover one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc. complete and as directed by

Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding

Fabrication, supply. delivery and fixing of outside MS ladder wide 45cm made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre with hand rails at top top for 2 m inclined height

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 reinforcement, placing grill in

Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by TWAD Board

Providing and fixing cut stone of (Roughdressed) set in CM 1:3 of size 0.45 X 0.45 X 0.15M at site including cost of all materials, labour charges, curing etc., complete and as directed by TWAD

Providing manhole 1 cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD

80mm GI PIPE

80mm GI PIPE

80mm GI PIPE

80mm GI PIPE

80mm GI H Nipple

80mm GI Coupler

80mm GI TEE

80mm GI Elbow

80mm GI bend

80mm GI Union

80mm GI GateValve

110mm OD PVC Pipe.

Refilling the foundation with excavated earth including consolidation as

Plastering in CM 1:3 10mm Thick (One cement and three sand) - over roof slab of reservoir with proper gradient of 1/50 for drainnthe rain water at the center of roof slab by connecting the rain water

Supply and fixing of PVC gratings of size 20 x 20 cm for fixing in the roof of the reservoir. (L.R.)

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}

A. Ramakrishnan (BID ID -1500448)