Bringing to design section of Gawalra Link Drain from RD 8200 to 4000 for separation of Drain from village pond and Abadi area in village Gawalra

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)

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 & raming surface for laying CC in galcis as per PWD specification & design and as per direction of engineer in charge. HSR 10.122(b)(ii)

Design mix C.C. of grade M-10 with minimum cement contents 220 kg./cum in F & P HSR 10.63

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

Providing & laying in position machine batached 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 1st storey up to 1M above plinth level (Note- Cement content considered in this item is @Rs. 330 kg/Cum as per HSR item No.10.73

Providing & laying in position machine batached 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-(10.79-10.41 (Labour Rate))

Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge. HSR 14.83

Providing & fixing drainage spout. NS

Filling expension joint with sail tax board. NS

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. HSR 28.60 (NP 2)

Removing of RCC hume pipe 900mm dia. HSR 8.35 (c)

Earth work excavation for filling with all lead, lifts and all other allowances as per direction of engineer incharge with an average lead 495 Mtr HSR 6.2 (b), (c) (i)(ii)(iii)

Extra for compaction of E/W as per specifications as per HSR No. 6.2(g) i, ii & v

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 & c)

Earth work for lip cutting. HSR 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 22.5 mtr. HSR 6.2 (b) & (c) & Note-II

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

Dismantling Cement masonary 1:4 in foundation & plinth as per PWD specification and design and as per direction of engineer incharge HSR 8.5 (b)

Striking of joint in cement of brick work. HSR 15.69 (a)

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

Dismentaling dry brick work. HSR 8.5 (i)

Supply of Fe 500 D, TMT Steel bars of primary steel producers such as TATA Steel Ltd., SAIL, RINL, Jindal Steel & Power Ltd, JWS Steel Ltd. & Electrosteel Ltd or any other primary producer as approved by the Direction Committee of Haryana who are using iron or as per basic raw material/input and having crude steel capacity of 2.0 Million tons per annum and above. (HSR 18.22)

Demarcation of land (NS)

Shiting of electric pole

Credit of Brick bats

Credit of Hume Pipe 900mm

Ishwar Singh Contractor