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| 1 | Earth work in filling or cutting in ordinary soil including lift 1.5m and lead upto1.00km cartage as per P.W.D schedule of rates items No 253 |
| 2 | Construction of granular Sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavetor at Omc, and compacting with smooth wheel roller to achievethe desired density, comp as per clause 401. |
| 3 | Providing, laying, spreading and compacting stone agg. 63-45mm specific sizes to water bound macadam specification including spreading in uinform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required denisity grading 2 as per Technical Specification Clause 405. |
| 4 | Providing, laying, spreading and compacting stone of specific sizes to water bound macadam specification including spreading in uinform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required denisity grading 3 as per Technical Specification Clause 405. |
| 5 | Brick eadiging on both sides of the road with First class bricks 8 cm wide and 12 cm deep laid with mud mortar including etc.all |
| 6 | Const. Of shoulders with approved material spreading , grading to required slopes and compacted to meat required specification. |
| 7 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70Kg/Sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Providing and applying tack coat with Bitumen (Emulsion R.S.1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508) |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. |
| 11 | Excavation of foundation in ordinary soil loam, clay and sand including lift upto 1.50 m. and lead 30 m. including filling, watering and ramming of excavated earth into the space between building and side of foundation trenches etc. all complete |
| 12 | Providing and Laying in cement concrete in 1:3:6 with cement, coars sand and 40 mm stone ballast including supply of all the materials, labour and T & P etc. all complete |
| 13 | M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all the materials, labour and T & P etc. all complete |
| 14 | Supply and Laying of 80 mm thick I shaped mechanically compressed interlocking C.C. pavers block manufactured by high pressure and controlled vibration machine having plane dimension 200x(160+120 mm) with minimum 5 mm topping of O.P. cement mixed with 25% marble powder than 30 Mpa and 4.5 Kg/No. including supply of all the labour, material and T & P etc. required for the proper completion of work as directed by Engineer-In-Charge but excluding U.P.T.T. which shall be paid extra as per rules. |
| 15 | Providing and Laying plain cement concrete in 1:2:4 with cement, coarse sand and 20 mm stone grit and including supply of all materilas, labour and T & P etc. all complete |
| 16 | 15mm thick plaster in 1:4 with cement and coarse sand mortar including supply of all the materials, labour and T & P etc. all complete |
| 17 | R.C.C. work grade M 25 with cement, coarse sand and 20 mm stone grit including supply of all the materials, labour and T & P etc. all complete |
| 18 | Mild Steel or Iron Work in the reinforcement including cutting, bending and binding etc. all complete |
| 19 | Excavation of foundation in ordinary soil loam, clay and sand including lift upto 1.50 m. and lead 30 m. including filling, watering and ramming of excavated earth into the space between building and side of foundation trenches etc. all complete |
| 20 | Providing and Laying cement concrete in 1:3:6 with cement, coarse sand and 40 mm stone ballast including supply of all the materials, labour and T & P etc. all complete |
| 21 | M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all the materials, labour and T & P etc. all complete |
| 22 | Providing and Laying Reinforced Cement Concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar i:2 but excluding excavation, protection work, backfilling concrete etc. all complete |
| 23 | Pointing with cement mortar i:3 on brick work as per drawing and Technical Specification as per S.I. No.-574 |
| 24 | 15 mm thick plaster in 1:4 with cement and coarse sand mortar etc. all complete |
| 25 | Supply and fixing of inauguration program (910X610X 20)mm size as per the format given by the engraving of the craft in V shape by placing it in a place fixed by gold paint by engraving and making iron portable pedestal and automatic for unveiling Curtain installation. The task of making complete arrangements on distance method and after the program to remove the Silapat from the stand and to give the Silapato in the correct position at the designated place as per the instructions given by the concerned officer. i/c all |
| 26 | S/0 hectometer stone with R.C.C 1:2:4 as IRC 8-1980 sp. Etc size 0.65x0.15x0.10 mtr.As per P.W.D S.O.R |
| 27 | S/0 K.M stone with R.C.C 1:2:4 as IRC 8-1980 sp. Etc all comp.As per P.W.D S.O.R Please Enable Macros to View BoQ information |
