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| 1 | E/w in exavationin canal by the hydraulic exacavator as per designed section in all kind of soil, soil mixed with kankar, pebbles, and boulders upto 300 mm size and disposal of spoil upto 10 m with all lift all compelete as per specification and direction of E/I. (7.1.43.1) WRD. Part -B |
| 2 | E/W in Exavation of canal by the hydrulic exacavator as per designed section in all kind of soil , soil mixed with pebble, and boulder upto 300 mm size and disposal of spoil upto 10 m with all lead and lift with all compelete job as per specification and direction of E/I. (7.1.43.2) Part -B |
| 3 | E/W in Excavation of foundation of cut off trenches by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles & boulder upto 300 mm size and disposal of the same beyound 150 M upto 1/2 Km from centre of the trench with all lifts by tripper including construction & maintenance of haul road all complete as per specification and direction of E/I |
| 4 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. |
| 5 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) as per designcomplete job as per specification and direction of E/I. |
| 7 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/l. |
| 8 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) as per disign complete job as per specification and direction of E/l. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Supplying 300mm dia NP2 R.C.C. Hume Pipe with Collar as per I.S.S. 458-1971 |
| 12 | Labour Charge for Laying , Fitting and Fixing 300mm dia NP2 R.C.C. Hume Pipe with Collar as per I.S.S. 458-1971 |
| 13 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffoldingwherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. |
| 14 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5mcomplete asper specification and direction of E/I. |
| 15 | Carrige of Material Cement. |
| 16 | Sand. |
| 17 | Stone Chips. |
| 18 | Bricks. |
| 19 | Boulder. |
| 20 | 300 mm Dia Hume Pipe. |
| 21 | GST 12% |
| 22 | Labour Cess 1% |
