PHULSAINI WATER SUPPLY SCHEME of Block Sahaspur District Dehradun

Amount

Supply, Carting, laying jointing & testing including all jointing material, labour, T&P of followingh size of pipe.

MSERW pipe grade YST 210 for mm thick 150 mm dia

DI K-7 pipe conf. IS. 8329 150 mm dia

DI K-7 pipe conf. IS. 8329 100 mm dia

G.I (M) pipe 40 mm dia

G.I (M) pipe 25 mm dia

Excavation of earth for pipe line in trenches with lift upto 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line

Soil mixed with boulders & bajri

Medium rocks

Supply and fixing of the following fittings including local cartage of materials, labour, T&P etc. complete :-

CI D/F SLUICE/ VALVE(CLASS-I) as per IS: 148/46-2000 (Kirloskar or equivalent) pressure PN 1.0

150 mm dia.

100 mm dia.

Wheel valve 40 mm dia

AIR VALVE

20 mm dia.

Supply of all materials, labour, T&P etc. and construct the following valve chambers as per type design

Sluice refluex valve chamber (0.90Mx0.90mx1.00m)

Air Valve chamber

Wheel Valve chamber

Provision for Cutting of road surface for laying of pipe line including supply of all mterial, labour, T&P etc. complete. Average breadth 70 cm. to pay other Deptt.

Bitumen road (B-M/SDBC)

Cement concrete road

Provision for making payment for the reinstatement of road.

Kuchcha Road

Cement concrete road

P.C.C IN 1:2:4 with cement local sand and 20 mm gauge stone ballast including supply of materials, labour, T&P etc. for proper completion of work. (In Cement Concrete Block)

Earth work excavation by mechanical meants (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m. including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. all kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Supply of all Material Labour T&P etc & construct SC P.C.C Drain along the boundrywall

Supply of all material labour T&P etc & Construct 3.60 m x3.00m wide Iron Gate with pillar and gate

M/s S.P. Agarwal and Co.

SAKLA NAND LAKHERA