S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
1 | Mates Remuneration | 77 | 400 | 30800 |
2 | Carriage of excavated material earth by head load i.e. loading unloading and stacking lead up to 200m. | 6 | 40766.66667 | 244600.00002 |
3 | Earth work in excavation in foundation trenches or drain i/c dressing of sides and ramming of bottom lift upto 1.5m i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m(1.10.1) Loose/Soft Soil | 707 | 209 | 147763 |
4 | Providing and filling in foundation trenches and at the back of abutement wing walls etc and below pipe bed in layers not exceeding 15 cm thick including watering and compacting including all bed and lifts. | 430 | 209 | 89870 |
5 | 12 mm Cement plaster 1:3 (1 cement:3 c/sand) | 769 | 209 | 160721 |
6 | Providing lying cement concrete in foundation and plinth excluding the cost of watering and shuttering 1:3:6 | 553 | 209 | 115577 |
7 | Polygonal rubble masonry/RR masonry (uncoursed/brought to courses) squared rubble masonry (uncourses/brought to courses ) with hard stone of approved quality in foundation & plinth in cement mortar 1:3(1cement : 3 coarse sand ) i/c levelling up with cement concerte 1:6:12 (1 cement : 6coarse sand : 12 stone aggregate 20mm nominal sixe at plinth level. | 615 | 209 | 128535 |