Bringing to design section of Bijawa Chirana Mudlana link drain from RD 22000 to 25200 for seperation of drain from village pond and abadi area in village shahpur

Amount

Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 45 mtr. HSR 6.2 (b) (c) I & II

Preparing watering and ramming surface for laying C.C. in Horizontal as per PWD specification and design and as per direction of engineer incharge HSR 10.122 (b) (i)

Preparing watering and ramming surface for laying C.C. in Glacis as per PWD specification and design and as per direction of engineer incharge HSR 10.122 (b) (ii)

Design mix C.C. of grade M-10 with minimum cement contants 240 kg./cum in F & P HSR 10.63

Design mix C.C. of grade M-15 with minimum cement contants 240 kg./cum in F & P HSR 10.64

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c 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 in foundation and plinth minimum cement content 330 kg as per HSR item No.10.66

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c 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 first storey upto 4 mtr. above plinth level. (Note: Cement contents considered i this item is @Rs. 330 kg/cum as per HSR item No.10.73

Design mix cement concerteof grade M-25 with minimum cement contents 330 Kg/cum in F & P HSR 10.66-10.79-10.41

Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge HSR No.14.83

Providing & fixing drainage spout

Filling expension joint with sail tax baord.

First class brick work laid in cement sand morter 1:3 in foundation and plinth (HSR 11.5)

First class brick work laid in cement sand morter 1:3 in Superstructure (HSR 11.10)

Centering and shuttering for faces of foundation concrete foundation beams etc.(HSR 9.13)

Centering and shuttering side soffits. HSR 9.7

Centering & shuttering for bottom slab. HSR 9.18(b)

First class brick work laid in cement sand morter 1:6 in foundation & plinth. HSR 11.2

Preparation of plastered or concrete surfaces for painting, i/c sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete HSR 16.24

Painting two coats with ready mixed exterior paint in all shades on newly plastered or concrete exterior surfaces HSR 16.26

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces HSR 16.25

Supply & fixing caution/ sign boards on both side

Laying & Supply of RCC hume pipe 900mm dia.(NP 2) HSR 28.60

Removing of RCC hume pipe 9000mm dia. HSR 8.35 (c)

Earth work excavation for filling i/c dressing with all lead, lifts, and all other allowances as per direction of engineer incharge with all lead lifts HSR 6.2 (b), (c)-I, II, III & 6.3 (II)

Compaction of Earth work as per PWD specification and design and as per direction of engineer incharge HSR 6.2 g (i) (ii) & (v)

Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 15 mtr. HSR 6.2 (b)

Earth work for lip cutting of lining of drain HSR item No.19.23 (a)

Removing/ rehandling of earth work of diversion after completion of work and dressed as per direction of engineer incharge with an average lead of 22.5mtr. HSR 6.2 (b) ( c ) I & note -II

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. HSR 14.20

Distmentling cement masonary 1:4 in foundation & plinth HSR 8.5 (b)

Striking of joints in cement on brick as per PWD specification and design & as per direction of engineer incharge HSR ITEM 15.69 (a)

Dismentaling of CC plain 1:4:8. HSR 8.6 (b)

Dismentaling dry brick work HSR 8.5 (i)

Steel reinforcment TMT bar FE -500 BQR/ FE 500 D grade or more of RCC work, where no included in the complete of rate of RCC including, straightening, bending, binding,wastage, overlaps,welded joints,spacer bar,chairs,stays,hangers, and annealed steel wire etc and placing in position complete in all respects for all heights /depths/storeys/ basements etc HSR item No. 18.22

Demarcation of land

Shifting of electric pole from site

Credit Brick Bats

Credit RCC hump pipe 900 MM dia

Raghbir Singh Contractor

DEVENDER SINGH

JOGINDER SINGH CONTRACTOR