| 1 | 1 | Earth filling in Bulk in open areas including cost of the earth when obtained from outside Corporation's area including its carriage, loading/unloading, spreading, watering and ramming in 20 cm layers and dressing of earth etc. Rates including cost of earth, labour, T&P and ROYALITY of earth etc. required for proper completion of the work. | 4.11 | 2520 | Cum |
|---|
| 2 | 2 | Concrete with 4cm gauge down graded Stone ballast , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work. | 5.01 | 30 | Cum |
|---|
| 3 | 3 | Concrete with 4cm gauge down graded Stone ballast , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work. | 5.02 | 121 | Cum |
|---|
| 4 | 4 | Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. \n | 5.03 | 1 | Cum |
|---|
| 5 | 5 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 SLAB excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. | 5.1 | 1 | Cum |
|---|
| 6 | 6 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in the raft & Foundations excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. | 5.14 | 22 | Cum |
|---|
| 7 | 7 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in the R.C.C wall, Column upto 1.5m height excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. | 5.16 | 28 | Cum |
|---|
| 8 | 8 | Concreting of 40 mm thick R.C.C. trench cover of mild steel frame work with CC 1:1.5:3 in cement coarse sand, 12 mm down graded stone ballast with smooth finishing on both top and bottom surfaces matching with floor colour complete with all labour, materials, T&P etc. required for proper completion of the work but excluding cost of cover of steel frame. | 5.17 | 10 | SQM |
|---|
| 9 | 9 | Placing of trench cover of all size in proper position including transporting from different places within the s/s area including all labour T&P etc. required for proper completion of the work as per direction of Engineer-in charge. | 5.19 | 380 | EACH |
|---|
| 10 | 10 | 1st class brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. | 6.02 | 41 | Cum |
|---|
| 11 | 11 | Mild steel or iron work in heavy large size sections such as trusses, built-up gates, roof work, window/boundry grill or railing, trench covers, grating, T/F rail etc. wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work. | 9.02 | 7.2 | M.T. |
|---|
| 12 | 12 | T.M.T or Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks, and authorized overlapping as required for proper completion of the work. | 9.04 | 9.3 | M.T. |
|---|
| 13 | 13 | Preparation of sub grade / sub base in proper shape and camber in required width by rolling with road roller in layer of 20 cm. and compaction the same to the optimum moisture content complete for laying brick soling including cost of labour and T&P etc. required for proper completion of work but excluding cost of earth work which shall be paid separately. | 17.01 | 910 | sqm |
|---|
| 14 | 14 | Brick soling with first class bricks laid broick on edge including preparation of sub grade to prescribed camber and including supply of birck filling joints with fine sand by spreading and blinding over entire surface of brick soling as per direction of E/I including cost of material, labour and T&P etc. required for proper completion of work. | 17.03 | 1830 | sqm |
|---|
| 15 | 15 | Laying cement concrete road slab 10 cm or more thick consisting of 1 part cement 1.5part approved coarse sand and 3part approved 20 mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I including cost of all materials, labour and T&P etc. required for proper completion of the work. | 17.04a | 130 | Cum |
|---|
| 16 | 16 | 40 mm thick brick tile work 115 mm deep with 1:3 mortar in expansion joints of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work | 17.11 | 350 | rm |
|---|
| 17 | 17 | Finishing the surface of C.C. Road slab with the help of power trowel after dewatering of road slab and finishing with pre blended cementations floor hardener (Product Dr. Fixit Piditop 333) as per the specification provided by the department, rate including all labour, material and T&P etc. required for proper completion of work as per direction of E/I. | 17.19 | 910 | sqm |
|---|
| 18 | 18 | Providing and laying non-pressure NP2 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work.b) 300mm rcc pipe | 17.17b | 32 | rm |
|---|
| 19 | 19 | Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work.B)300MM DIA RCC PIPE | 17.18B | 8 | Rm |
|---|
| 20 | 20 | 12mm thick plaster with cement mortar of 1 part cement & 4 parts of approved coarse sand 2.5 F.M. over Brick work, min. thickness not less than 10mm including supply all material, labour and T&P required for proper completion of work. | 11.05 | 35 | SQM |
|---|