| 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 | | 3960 | 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 | | 12112.2 | 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 | | 28261.8 | M³ |
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| 4 | 4 | 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 | | 55.644 | Per 100 M² |
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| 5 | 5 | Dewatering By 5HP Diesel pump set…do …do of E/I. S.No- 12 | | 100 | M³ |
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| 6 | 6 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth ,watering and disposal of unservceable matenais with all lead all complete as per direction of E/I. 5.10.7 | | 61.84 | M² |
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| 7 | 7 | Providing 25mm thick cement plaster (1:4)-do- complete job as per specification and direction of E/l. 5.5.5 | | 67.18 | M² |
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| 8 | 8 | Providing 1.5 mm thick cement punning with good quality of cement including …………………do………………….. specification and direction of E/I 5.5.10 | | 25.6 | M² |
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| 9 | 9 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) -do- 20 mm graded coarse aggredate….do…. complete as per specification and direction of E/l. 5.3.6 | | 33.65 | M³ |
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| 10 | 10 | Providing shuttering, including strutting, proping etc., and its removal after use in foundatin work as per specification and direction of E/l. 5.3.17 | | 64.7 | M² |
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| 11 | 11 | Labour charge for pitching on apron slope of banks with stone boulder duly packed uncreated job (materails within 150 mtr and all lifts) as specification and direction of .....E/I 7.7.18 | | 313.74 | M³ |
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| 12 | 12 | supplying stone boulder of size 300 mm for pitching works etc inclusive of all taxessand royalty .......do.....do.....all complete job E/I 5.6.4 | | 43.74 | M³ |
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| 13 | 13 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ,ramming the foundation tranch removing the root or shrubs etc.all complete as per spesification and direction of E/I . 7.1.27 | | 82.01 | M³ |
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| 14 | 14 | Providing Rough dressed random rubble stone masonary in cm (1:4) in foundation with good quality of stone boulder all complete job as per specification. 7.4.10 | | 5.76 | M³ |
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| 15 | 15 | 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. 7.4.13 | | 5.24 | M³ |
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| 16 | 16 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) insuper structure..........do.............. complete as per specification and direction of E/l. 5.3.10 | | 0.2 | M³ |
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| 17 | 17 | labour for laying fitting fixing NP2 pipe with colour in line level and grade, complete as per direction of E/I. 7.6.1.3 | | 24 | M |
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| 18 | 18 | Supply NP2 hume pipe with colour as per I.S.I 458-1971 in line level and grade, complete as per direction of E/I. M- 215v | | 24 | M |
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| 19 | 19 | Providing shuttering, including strutting,in super structure and its eremoval after use.............do............... as per specification and direction of E/l. 5.3.18 | | 0.4 | M² |
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| 20 | 20 | E/w in back filling of masonary structure with all leads and lifts including watering ramming etc.all complete job. 7.1.31 | | 27.34 | M³ |
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| 21 | 21 | Labour charge for taking out disturb boulder from boulder pitching or rip-rap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100 M as per specification and direction of E/I. 7.7.41 | | 270 | M³ |
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| 22 | 22.1 | Carriage of materials \ncement 15 km | | 13.56 | MT |
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| 23 | 22.2 | Sand 8 KM | | 21.66 | M³ |
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| 24 | 22.3 | stone chips 30 km | | 30.47 | M³ |
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| 25 | 22.4 | boulder 20 km | | 54.74 | M³ |
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| 26 | 22.5 | Np2 Hume pipe(300 MM Dia.) -40 Km | | 0.24 | 100/M |
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| 27 | 23 | Provision of GST @ 12% | | 1 | % |
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| 28 | 24 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001129 | 1 | % |
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