| 1 | 1 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil i/c lift upto 1.5m. Lead upto 50m. As per PWD SOR Item no. 251 | BI01010001010000000000000515BI0100001113 | 68.64 | cum |
|---|
| 2 | 2 | Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by engineer in charge with in a distance of 60 meters (200 feet). As per P.W.D. S.O.R. Item no 692 | BI01010001010000000000000515BI0100001114 | 178.31 | sqm |
|---|
| 3 | 3 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded brick aggregate 40mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. | BI01010001010000000000000515BI0100001115 | 19.23 | cum |
|---|
| 4 | 4 | Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. | BI01010001010000000000000515BI0100001116 | 48.91 | cum |
|---|
| 5 | 5 | 2.5 cm. (1\") thick damp proof course with cement approved coarse sand 1:1.5 and including water proofing materials as ordered by the engineer in charge in the proportion as specified by the manufacture including supply of all materials, labour and tools and plants etc, required for proper completion of the work including proper curing and shuttering as necessary as per S.I 361 | BI01010001010000000000000515BI0100001117 | 32.89 | sqm |
|---|
| 6 | 6 | Provind and laying R.C.C. cement concrete with 1:2:4 cement C. sand and stone grit including supply of all materials labour T&P etc required for proper completion of work. (as per S.I. no. 285) | BI01010001010000000000000515BI0100001117 | 7.56 | cum |
|---|
| 7 | 7 | M.S. or iron work. As per S.I. no 504 | BI01010001010000000000000515BI0100001118 | 8.91 | qtl |
|---|
| 8 | 8 | Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. | BI01010001010000000000000515BI0100001118 | 42.99 | cum |
|---|
| 9 | 9 | 12mm. Thick plaster with cement mortar in proportion of 1:3 cement & c/ sand mortar i/c all | BI01010001010000000000000515BI0100001118 | 925.66 | sqm |
|---|
| 10 | 10 | putty work with all complete dsr 13.80 | BI01010001010000000000000515BI0100001118 | 925.66 | sqm |
|---|
| 11 | 11 | 2.5cm (1\") thick 1:2:4 plain cement concrete floor with cement approved coarse samd and 2cm (3/4\") graded approved stone laid in panels finished with 3mm (1/8\") flooring coat of neat cement or cement including supply of all material labour & T&P etc required for proper completion of the work (as per S.I. No 601) | BI01010001010000000000000515BI0100001119 | 31.82 | sqm |
|---|
| 12 | 12 | Cement washing as directed by the E/I including the supply of all materil labour & T&P etc. required for proper completion of the work. As per S.I.(680+674) | BI01010001010000000000000515BI0100001120 | 925.66 | sqm |
|---|
| 13 | 13 | Mild steel gate as per S.I. No. 503 | | 4.73 | qtl |
|---|
| 14 | 14 | Painting on mild steel work as per S.i. 6444 | | 12.6 | sqm |
|---|
| 15 | 15 | Sign board with all complete | | 1 | Job |
|---|
