| 1 | 1 | 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 | | 14750.1 | M³ |
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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 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 | | 25201.9 | M³ |
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| 3 | 3 | 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 | | 62.8125 | Per 100 M² |
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| 4 | 4 | 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 | | 62.8125 | Per 100 M² |
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| 5 | 5 | Dewatering By 5HP Diesel pump set…do …do of E/I. S.No- 12 | | 200 | hrs. |
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| 6 | 6 | 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 | | 84.11 | M³ |
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| 7 | 7 | Providing Rough Dressed random rubble stone masonry in CM (1:4) in foundationn with giood quality of stone boulder all complete job as per specification and direction of E/I. | | 8.32 | M³ |
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| 8 | 8 | Providing and laying P.C.C or R.C.C M - 150 with nominal mix ( 1:2:4) with stone chips and good quality of sand including all cost of labour materials but excludig cost of m s rod all as per specification and\ndirection of E/l . | | 4.66 | M³ |
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| 9 | 9 | 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. | | 10.8 | M³ |
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| 10 | 10 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. | | 31.65 | M2 |
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| 11 | 11 | Labour for laying,fitting and fixing NP2 pipe with coller in fine level and grade complete as per specification and direction of E/I. | | 18 | M |
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| 12 | 12 | Supplying of NP2 hume pipe with collar as per I.S.I. 458-1971 in fine level and grade -do- all complete as per building specification and direction of E/l. | | 18 | M |
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| 13 | 13.1 | Carriage of materials \ncement 14 km | | 3.24 | MT |
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| 14 | 13.2 | Sand 8 KM | | 9.67 | M³ |
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| 15 | 13.3 | stone chips 42 Km | | 3.35 | M³ |
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| 16 | 13.4 | boulder 20 km | | 19.12 | M³ |
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| 17 | 13.5 | Hume pipe- 60 Km | | 0.15 | 100/M |
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| 18 | 14 | Provision of GST @ 12% | | 1 | % |
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| 19 | 15 | Add 1% Labour Cess | | 1 | % |
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