Bringing to design section of West Juan Drain from RD 164000 to 117000 along with 3 no. inlet structures for draining out the flood water in nearby fields and reconstruction 1 no. V.R. Bridge at RD 158125 of West Juan Drain.

Amount

Demolishing Existing Structure using Machinery

Supplying & fixing caution sign board

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)

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 Item No. 4.33)

Supplying RCC pipe 900 mm dia NP-3 pipe (HSR Unique Code B1222)

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)

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)

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)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) (HSR Item No. 27.44.2)

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)

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification: Sandy material (HSR Item No. 27.16.2)

Smooth finishing of the exposed surface of R.C.C. work with 10 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). (HSR Item No. 11.50)

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied@ 1.67 litre/1O sqm over including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR Item No. 11.95.1)

Supplying, filling, spreading & levelling stone boulders of size 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)

Demolishing of RCC work (HSR item 5.25)

Demolishing of Brick work (HSR item 5.7.4)