Permanent dewatering solution and utilization of flood water of village juan by installing pump house at juan disty, and construction of syphon under Bhainswal disty, at RD 22500 of Teori Drainandreplacement of 03 No. Existing pipe culvert slab culve

Amount

Demolishing Existing Structure using Machinery

Earth work 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR Item No. 4.12.1)

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (HSR Item No. 6.29.1)

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts (HSR Item No. 6.29.2)

Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies (HSR Item No. 6.30.3)

Centering and shuttering including strutting, propping etc. and removal of form work for : walls (HSR Item No. 6.30.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) (HSR Item No. 6.1.4)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:2:4 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) (HSR Item No. 6.1.2)

Providing and laying in position ready mixed plain cement 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 continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, 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 Item No. 6.22.2.2)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above & below plinth level TMT bars (HSR Item No. 6.34.6 & 6.33.6)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level (HSR Item No.6.25.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level up to floor IV level (HSR Item No.6.25.2)

RCC Grade M20, Using Concrete Mixer For solid slab super-structure, Add 20-30 per cent of labour, material and machinery cost for Formwork (HSR Item 27.25.1.1

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. (HSR Item No. 27.51.3)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR Item No. 7.22.1)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. In slope (HSR Item No. 14.10.1.2)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. In bed (HSR Item No. 14.10.1.1)

Supplying, filling, spreading & levelling stone boulders of size cum range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. (HSR Item No. 33.12)

G.I. Sheet (NS)

Supply of axial flow water lubricated V.T. Pumps 05 Cs for solid shaft motor of capacity 25/30 HP having discharge of 05 Cs capacity with lift 16.5 with Y-Body alongwith bend, with 9.16 column length operating at speed of 1440 rpm complete in all respect as per technical specification approved by I&WR deptt. - Juan PH at RD 5500 Juan Disty

Erection and commissioning of 05 Cs V.T. axial flow pump bends, nipple, delivery pipe including jointing with rubber sheets, fabrication, transportation etc. at site

Supply of 30 HP motor, 415 volt, 50 Hz, 1440 rpm, 04 pole IE2, TEFC, continuous duty vertical flange mounted solid shaft, squirrel cag, induction motor as per technical specification approved by I&WR deptt.

Providing and commissioning of 30 HP fully automatic star delta starter with MCCB, contactors, microcontroller based protection relay, CT's with all allied accessories with compatible cable upto motor for V.T. pump of 05 Cs capacity as per technical specification approved by I&WR Deptt.

supply of MS delivery pipe having 7.1 mm thickness, 12" dia along with required MS flange in accordance with IS 2062:1989 grade A with epoxy from inside and painted from outside with 2 coat of anticorrosive bituminous based paint