|
| 1 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 2 | Providing and laying foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 3 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in a) Foundations and plinth. |
| 4 | Centring and shuttering including strutting propping etc. and removal of form work for: a) Foundations and plinth |
| 5 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 6 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 7 | Neat cement punning. |
| 8 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 9 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 10 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 11 | Providing and fixing soil, waste and vent pipes: 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS:1729 |
| 12 | PROVIDING AND FIXING BEND OF REQUIRED DEGREE 17.39.1 100 mm dia 17.39.1.1 Sand cast iron S&S as per IS -1729 |
| 13 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100*100*100 mm 17.43.1.1 Sand cast iron S&S as per IS-1729 |
| 14 | Construction of brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 15 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
| 16 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honey comb shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design. |
| 17 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker / Moorum / Lime / Shingle / Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 18 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 19 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road |
