| 1 | 1 | Preparation of seat of embankment or canal by 75mm ploughing and removing the grass roots etc. as per approved design, specification and direction of E/I. 7.1.1 | | 5280 | M² |
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| 2 | 2 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 M with all lifts all complete as per approved design, specification and direction of E/I. 7.1.43.1 | | 10749 | M³ |
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| 3 | 3 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 M with all tipper including construction and maintanance of haul road all complete as per approved design, specification and direction of E/I. 7.1.43.2 | | 44026.7 | M³ |
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| 4 | 4 | Dewatering By 5HP Diesel pump set…do …do of E/I. S.No- 12 | | 135 | Per Hrs. |
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| 5 | 5 | Fine dressing of the earthen embankment and turfing with 75 mm thick grass sods, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I 6.1.24.1 | | 53.0655 | Per 100 M² |
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| 6 | 6 | Extra for each lead of 150 M. Over initial lead of 150 M. as per specification and direction of E/I 6.1.24.2 | | 53.0655 | Per 100 M² |
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| 7 | 7 | Supplying and laying boulder in rock toe heel trenches of the dam as per design and drawing including cost of materials royalty and taxes… do. Complete as per specifiaction and diesign of E/I. 5.6.8 | | 259.2 | M³ |
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| 8 | 8 | Earth work in excavation in foundation trenches in Ordnari soil (vide classification of soil item-A)and disposal of excavated earth as obtained to a distance up to 50mts. Including all lift,levelling,ramming the foundation trenches, removing root of treese, shrubs all complete as per approved design, building specification and direction of E/I. 6.1.8 | | 181.8 | M³ |
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| 9 | 9 | Providing coarse clean Sand filling in ffoundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l 6.6.7 | | 2.74 | M³ |
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| 10 | 11 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. 5.4.8 | | 16.64 | M³ |
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| 11 | 15 | Providing and laying PCC or RCC M -10 with nominal mix (1:3:6) in vartious components of dam found. With approved quality of 40 mm grade corse agg. Of required grade as per design and approved quantity of sand of requisite F.M (2.5-3.0) washed and screened (excluding cost of shuttering of form work as well as reinforsement, its cutting binding & placing) but including necessary tools, plants and vibrating, curing royalty, all taxes etc. complete job as per specification and direction of E/I. 5.3.5 | | 7.08 | M³ |
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| 12 | 16 | Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. 5.4.11 | | 18.68 | M³ |
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| 13 | 17 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. 5.5.5 | | 74.24 | M² |
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| 14 | 18 | Labour for laying,fitting and fixing R.C.C NP2 250 mm hume pipe with collar inline, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof all complete as per building specification and direction of E/l. 7.6.1.3 | | 40 | M |
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| 15 | 21 | Supplying of R.C.C NP2 250 mm dia hump pipe with collar as per I.S.S.458-1971 -do-all complete as per building specification and direction of E/l m 215 | | 40 | M |
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| 16 | 22.1 | Carriage of materials \ncement 10 km | | 7.62 | MT |
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| 17 | 22.2 | Sand 10 KM | | 22.36 | M³ |
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| 18 | 22.3 | stone chips 80 km | | 6.66 | M³ |
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| 19 | 22.4 | Boulder 20 Km | | 294.52 | M³ |
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| 20 | 22.5 | Hume pipe- 55 Km | | 0.4 | 100/M |
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| 21 | 23 | Provision of GST @ 12% | | 1 | % |
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| 22 | 24 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001129 | 1 | % |
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