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| 1 | Eartworkin excavation in canal by the hydraulic excavator 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 lifts all complete as per specification and direction of E/I.. WRD 7.1.43.1 |
| 2 | Eartworkin excavation in canal by the hydraulic excavator 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 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.. WRD 7.1.43.2 |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Dismantling the masonary by mechanical means RCD 2.04(iii) - II A |
| 4 | Providing coarse clean sand in filling in foundation trenchesincluding ramming and wateringroyaly and all other taxescomplete job as perspecification and direction of E/l.WRD 7.1.37 |
| 5 | Providing and laying with good quality of boulder rock toe & heel trenches of the dam as per design, drawing including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and directionof E/I.Common Part A 6.4 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:2:4 ( 1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size. BCD 5.3.1.2 |
| 7 | Providingrandom rubble stone masonary in CM(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 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I Commom Part A (4.28) |
| 8 | Providingrandom rubble stone masonary in CM(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 material, scaffolding, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I Commom Part A (4.31) |
| 9 | Providing 25mm thick cement plaster (1;4) in cement mortar with approved quality of sand of requisite F.M. (2.5 - 3.0) washed and screened including curing, scaffolding, wherever required and its removal royalty and all taxes etc complete job as per specification and directionof E/I.WRD 5.5.5 and Common Part A 5.7.12 |
| 10 | Providing weep holes with dry grade stone filter of 20mm to 40mm size in abutment and wing wall as per specification and directionof E/I.Commom Part A (6.9) |
| 11 | Dewatering by 10 HP diesel pump all complete job.(Part-B (Corrigendum) SL.-47, PM-29Pg.-83) |
| 12 | Carriage of Materials :- (i)Cement (Lead 10 km P) |
| 13 | (ii)Sand (Lead 9 km P + 01 km K) |
| 14 | (iii) Stone Chips (Lead 10 km P + 01 km K) |
| 15 | (iii) Stone Boulder (Lead 10 km P + 01 km K) |
| 16 | Add. 18% GST |
| 17 | Add. 1% Labour Cess |
