Rehabilitation of Juara Minor from RD 0 to 35625

Amount

Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 30 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)

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 in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is@330 kg/cum.HSR 10.73

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)

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 Dry brick work HSR item No.8.5

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

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

Dismentaling of RCC plain 1:2:4. HSR 8.5 (f)

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

Cement pointing deep variety 1:2 as per PWD specification and design as per direction of Engineer-in-Charge HSR 15.60

Laying desgin mix of Grade M-15 Cement conc. Linning of 75 MM thick in bed with sensored pavor machine including cost of all Material, Labour, Machinery, lift and delifts for all Material including water and Compacting in bed and application of 10 mm thick 1:5 cement sand plastered on the prepared wet sub grade in bed,collecting debries and Disposed off collected material outside the channel as per approved drawing and spectification and relvent IS Code( latest revision) and as directed by Engineer - in Charge including cost sampling testing of finished work and all type of water arrangement complete in all Respects

Laying desgin mix of Grade M-15 Cement conc. Linning of 75 MM thick on side slope for vertical height upto 3.50 m on side slope and curved portion with sensored pavor machine including cost of all Material, Labour, Machinery, lift and delifts for all Material including water and compacting side slope and application of 10 mm thick 1:5 cement sand plastered on the prepared wet sub grade on side slope, collecting debries and Disposed off collected material outside the channel as per approved drawing and spectification and relvent IS Code( latest revision) and as directed by Engineer - in Charge including cost sampling testing of finised work and all type of water arrangement complete in all Respects )

Providing and fixing premoulded bitumin-ous joint filler, for expansion, joints, including the cost of sealing compound and primer coat 12mm wide HSR 24.35 (a)

Earth work in Excavation in foundation ,trenches etc in all kind of soil, not exceeding 2 mtr,depth including dressing of bottom and side of trenches stacking the excavated soil clear from the edge of excavation and subsequent filling around machinery in 15cm layers with compaction including disposal of all surplus soil as directed within lead of 30 mtr. HSR item 6.6

Provding and fixing of APM Block 0.20 (NS item)

Provding and fixing of APM Block 0.25 (NS item)

Provding and fixing of APM Block 0.32 (NS item)

Earth work excavation for cutting with all lead lift and all other allowances with an av. Lead of 15 Mtrs. (HSR item No. 6.2 b

Credit Brick Bats

Credit bats tile lining

Credit hump pipe 900 MM dia

Credit Old Steel

meharchand

Baljeet Singh-The tibba dana sher co operative lc society

M / S DAYANAND CONTRACTOR