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| 1 | Clearing grass and removal of rubish upto a distance of 50 meters outside the periphery of the area.By manual means. As per speification and direction of E/I. (2.02, Part A) |
| 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 liftsall complete as per approved design, specification and direction of E/I.(7.1.43.1) |
| 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 constructionand maintanance of haul road all complete as per approved design, specification and direction of E/I. (7.1.43.2) |
| 4 | Fine dressing of the earthen embankment and turfing with 75 mm thick grass seeds, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenners as per specification and direction of E/I.(6.1.24.1) |
| 5 | Dewatering By 10 HP Diesel pump set…do …do of E/I.( M-29) |
| 6 | Earth work in excavation in foundation in Ordinary soiland disposal of excavated earth as obtained (50 m away from the edge of trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I.(6.1.8) |
| 7 | Dismantling old plaster and pointing in cement or lime and racking out joints to 15 mm debth, watering and disposal of unsercivable with all leads and complete as per specification and direction of E/I (5.10.7) BCD Part B |
| 8 | Providing and laying in position Ce ment conc. Of specified grade excluding the cost of Centuring and Shuttering -All work up to plinth level - PCC M-15 with nominal mix1:2:4 (1 Cement : 2Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.1.2, Page No. 106 |
| 9 | Centuring and shuttering including strutting, proping etc. and removal of form from foundation footings, bases of coloumns etc of mass concrete as per specification and direction of E/I. BCD. Item 5.3.2.2 , Pg - 108 |
| 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.(5.7.12) |
| 11 | Providing 1.5 mm thick cement punning including curing carriage of water with leads and lift as per specification and direction of E/I. (5.7.11) Part A |
| 12 | Supplying and laying boulder in rock toe heel trenches of the dam as per design drawing icluding cost of materials royalty and all taxes etc. But excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.4) |
| 13 | Carriage of materials Cement |
| 14 | Sand |
| 15 | Stone Chips |
| 16 | Stone Boulder |
| 17 | Provision of GST @ 12% |
| 18 | Add 1% Labour Cess |
