| 1 | 1 | Dismantling brick work or stone work in lime or cement mortar &Includingstacing of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).[SI.No.692] | BI01010001010000000000000515BI0100001112 | 175 | cum |
|---|
| 2 | 2 | Disposal of surplus dismantled material upto 3 KM distance from site. | BI01010001010000000000000515BI0100001113 | 175 | cum |
|---|
| 3 | 3 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 M lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 M from the foundation trenches. (S.I. No. 251a) | BI01010001010000000000000515BI0100001114 | 48 | cum |
|---|
| 4 | 4 | Concrete with 4 cm gauge brick ballast , fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour , T&P etc. required for proper completion of the work. (SI No.273 ) | BI01010001010000000000000515BI0100001115 | 61 | cum |
|---|
| 5 | 5 | M-150 Brick Work in 1:4 one cement and four coarse sand mortar in foundation and plinth including supply of all materials, labour , T&P etc. required for proper completion of the work. SI No. 305(a) | BI01010001010000000000000515BI0100001116 | 114 | cum |
|---|
| 6 | 6 | Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a) | BI01010001010000000000000515BI0100001117 | 23 | cum |
|---|
| 7 | 7 | 12mm thick plaster with cement and fine sand mortar in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, T&P etc. required for proper completion of the work.[S.I.no. 584]. | BI01010001010000000000000515BI0100001118 | 576 | sqm |
|---|
| 8 | 8 | Supply and laying of 40mm gauge dry brick ballast all complete as direction of the E/I. | BI01010001010000000000000515BI0100001119 | 198.08 | cum |
|---|
| 9 | 9 | Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in the proportion of the 3:1.5:1 in pavement 15cm thick for c.c. road including supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 279(a)-ii | BI01010001010000000000000515BI0100001120 | 273.6 | cum |
|---|
| 10 | 10 | Supply and Laying of 80mm thick coloured ISI marked I shaped mechanically compressed interlocking cement concrete paver blocks with top layer of minimum 8mm thickness O.P.cement having plan dimension 200x(160+120mm) , smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver blocks shall not be less than 30Mpa (M-30) and weight 5.0 kg per no. confirming to IS:15658-2006 including cost of all materials, labour, T&P etc., laying with a blanket layer of 4.00 cm thick local sand including leveling and dressing surface up to required level and slope filling joints with local sand including all required for proper completion of the work as directed by the Engineer-in- charge. | BI01010001010000000000000515BI0100001121 | 150 | sqm |
|---|
| 11 | 11 | M.S.or iron work in MS Grills/ Stair case railings/ gates/ racks etc. wrought to required form i/c supply of steel bolts, nuts, wastage etc & their fixing required for proper completion of the work. [SI No.502(A)] channel to cover drain crossings @ 50kg each | BI01010001010000000000000515BI0100001122 | 700 | kg |
|---|
