| 1 | 1 | Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 30 mtr. HSR 6.2 (b) & (c) | | 2066.19 | Per % cum |
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| 2 | 2 | Removing/ rehandling of earth work of diversion after completion of work and dressed as per direction of engineer incharge with an average lead of 15 mtr. HSR 6.2 (b) & Note-II | | 6435.98 | Per % cum |
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| 3 | 3 | 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) | | 2931.35 | Per sqm |
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| 4 | 4 | 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) | | 6827.31 | Per sqm |
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| 5 | 5 | Design mix C.C. of grade M-10 with minimum cement contents 220 kg./cum in F & P HSR 10.63 | | 819.72 | Per cum |
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| 6 | 6 | Design mix C.C. of grade M-15 with minimum cement contents 240 kg./cum in F & P HSR 10.64 | | 185.58 | Per cum |
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| 7 | 7 | 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 | | 45.81 | Per cum |
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| 8 | 8 | 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 | | 26.97 | Per cum |
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| 9 | 9 | Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge. HSR 14.83, 5.1 (a) & 4.1 (a) | | 25.54 | Per cum |
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| 10 | 10 | Providing & fixing drainage spout. NS | | 4 | No. |
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| 11 | 11 | Filling expension joint with sail tax board. NS | | 11.65 | Per sqm |
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| 12 | 12 | First class brick work laid in cement sand morter 1:3 in foundation and plinth (HSR 11.5) | | 1623.25 | Per cum |
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| 13 | 13 | First class brick work laid in cement sand morter 1:3 in Superstructure (HSR 11.10) | | 39.73 | Per cum |
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| 14 | 14 | Centering and shuttering for faces of foundation concrete foundation beams etc.(HSR 9.13) | | 885.83 | Per sqm |
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| 15 | 15 | Centering and shuttering side soffits. HSR 9.7 | | 96.93 | Per sqm |
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| 16 | 16 | Centering & shuttering for bottom slab. HSR 9.18(b) | | 44.54 | Per sqm |
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| 17 | 17 | First class brick work laid in cement sand morter 1:6 in foundation & plinth. HSR 11.2 | | 20.56 | Per cum |
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| 18 | 18 | 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 | | 60.34 | Per sqm |
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| 19 | 19 | Painting two coats with ready mixed exterior paint in all shades on newly plastered or concrete exterior surfaces HSR 16.26 | | 60.34 | Per sqm |
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| 20 | 20 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces HSR 16.25 | | 60.34 | Per sqm |
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| 21 | 21 | Supply & fixing caution/ sign boards on both side | | 2 | No. |
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| 22 | 22 | Laying & Supply of RCC hume pipe 900mm dia. HSR 28.60 (NP 2) | | 45 | Per Mtr. |
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| 23 | 23 | Removing of RCC hume pipe 900mm dia. HSR 8.35 (c) | | 45 | Per Mtr. |
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| 24 | 24 | Earth work excavation for filling i/c dressing with all lead, lifts, compensation and all other allowances as per direction of engineer incharge with an average lead 495 Mtr HSR 6.2 (b), (c) (i)(ii)(iii); 6.3 (i) | | 15616.4 | Per % cum |
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| 25 | 25 | Extra for compaction of E/W as per specifications as per HSR No. 6.2(g) i, ii & v | | 11660.2 | Per % cum |
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| 26 | 26 | 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 | | 18921.8 | Per % cum |
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| 27 | 27 | Earth work for lip cutting. HSR 19.23 (a) | | 1300.17 | Per cum |
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| 28 | 28 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. HSR 14.20 | | 167.22 | Per sqm |
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| 29 | 29 | 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) | | 26.37 | Per cum |
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| 30 | 30 | Striking of joint in cement of brick work. HSR 15.69 (a) | | 69.31 | Per sqm |
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| 31 | 31 | Dismentaling of CC plain 1:4:8. HSR 8.6 (b) | | 15.06 | Per cum |
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| 32 | 32 | Dismentaling dry brick work. HSR 8.5 (i) | | 12.56 | Per cum |
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| 33 | 33 | 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) | | 48.06 | Per Qtl. |
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| 34 | 34 | Demarcation of land | | 2 | Job |
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| 35 | 35 | Shifting of electric pole from site | | 3 | No. |
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| 36 | 36 | Credit of Brick bats | | 59.49 | Per cum |
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| 37 | 37 | Credit of Hume Pipe 900mm | | 45 | Per Mtr. |
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