Remodeling of Abutgarh Disty. from RD 0 to 58105-Tail off-taking at RD 109500-TL Rori Branch

Amount

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 as per HSR item No. 4.33

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. HSR item No. 4.12.1

Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/mannual means. 0 to 1.5m depth. As per HSR item no. 14.24.1

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 lead and lift up to 1.5 m, as directed by Engineer-in-charge as per HSR item no. 4.14.1

Dismantling brick work. Old HSR 8.5 (b)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and bed manually including rendering with 10 mm cement plaster (1:5) form work , dressing and preparation of subgrade as per directions of Engineer-in-charge.(75mm thickness). HSR item No. 14.10.1.1.(In bed) (Derived)

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 10 mm cement plaster (1:5) form work , dressing and preparation of subgrade as per directions of Engineer-in-charge.(75mm thickness) as per HSR item No. 14.10.1.2.(In SIDE SLOPE) (Derived)

Providing and laying in position ready mixed plain cementconcrete, 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. M-15 grade plain cement concrete (cement content considered @ 240kg/cum)as per HSR item No. 6.22.2.2 per cum. All works upto plinth level.

Extra allowance for formwork in lining concrete as per HSR item No. 14.16.1

Brick work with common burnt clay non modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:3(HSR item no. 7.21.1 (DR))

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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR item no. 6.1.6)

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

Cement cencret 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. HSR item No. 6.1.2

Providing and laying in position specified grade of RCC (reinforced cement concrete), excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) HSR item no. 6.14.2

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 below plinth level HSR item No. 6.33.3

Filling expansion joints, with special impervious hot pour, 12.5 per metre mm wide. (HSR item no. 14.18)

Supply of 150 micron polythene sheet.(NS)

Supply of 150 micron polythene sheet.(NS)

Fixing control points by Differential Global Position System (DGPS) instrument at every One Km. along the both side of canal including collection of necessary data etc (HSR item No. 14.48)

Providing computerised detailed cross section drawings in two per km copies at 100 m interval with actual profile of river (levels at every 30m. distance along cross section) on A-3 size paper with scale 1 cm = 15m or 1 cm = 30m which is suitable as per site condition (HSR item no. 14.49)

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR item no. 34.27.2)

Supply of APM block size B

Bending and fixing iron rungs in lined slopes. As per HSR item no. 14.19

Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting .as per HSR item no. 34.28

Desmantling cement concrete. Old HSR item No. 8.6 (e)

Credit of Dismentalled material of brick work in cement sand mortar.

Credit of Dismentalled tile lining

The Tibba Dana Sher Co Op L and C Society Limited