Providing 2 No Pump House with Gates and Gearing at RD 23216 and 39000 of Mundhal Talu Link Drain along with bricks pitching from RD 37000 to 38000 of Mundhal Talu Link Drain outfall at RD 70120-L Multipurpose Channel

Amount

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable materuak within 50 metres lead as per direction of Engineer-in-charge in cement mortar @ old HSR 8.5(b)

Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift up to 1.5 m, as directed by Engineer-in-charge for all kinds of soil @ HSR 4.12.

Providing and laying in position ready maxed plain ce ment concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having con tinuous agitated mixer, manufactured as per mix design of specified grade for plain cement cibcrete work, including pumping of R.MC from transit mixer to site of lahying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103to accelerate/retard setting of c oncrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge All works up to Plinth Level M-15 grade plain cement concrete. (Cement content considered @ 240 Kg/Cum @ HSR 6.22.2.2

Cement and Shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts @ HSR 6.29.3

Cement and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers @ HSR 6.30.5

Steel reinforcement for R.C.C work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, bending, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. com plete in all respect b elow plinth level Thermo-Mechanically Treated bars of grade Fe-500D or More. @ HSR 6.33.6

RCC grade M25 with Batching Plant, Transit Mixer and Concrete Pimp HSR ( 15.8.4.2 )

Brick work with common burnt clay modularr bricks of class designation 10.5 in foundation and plinth in : Cement mortar 1:4 ( 1 cement : 4 coarse and HSR 7.20.1

Single layer brick lining in side slope (HSR 14.31.2)

Single layer brick lining in side bed. (HSR 14.31.1)

Cement plaster 12 mm cement plaster of mix : 1:4 ( 1 Cement: 4 fine sand ) HSR 11.5.3

Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M 15 (HSR 35.9.2)

Stone Aggregate ( Single size ) : 63 mm nominal size HSR ( B0015 )

Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead as per direction of engineer-in-incharge Nominal concrete 1:2:4 or leaner mix ( i/c equivalent design mix Old HSR 8.6 (d)

Excavating, supplying and filling of local earth ( including royalty ) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (HSR 4.33)

Credit of old brick.

Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces ). excluding the cost of purins, rafters and trusses and 1. including cutting to size and shape wherever required HSR 9.22.1

Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated capacity)with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pum p house complete in all respects as per directions of Engineer-in-charge (HSR 20.73.5) 2.5 tonne capacity.

Rajiv Tihal Contractor Baliyali

M/S LAXMI CONSTRUCTION CO.