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| 1 | Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5 |
| 2 | Cement Treated Subbase:-Providing,Laying and Spreading Material on a prepared sub grade,adding cement @ 2% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 3 | Cement Treated base:-Providing,Laying and Spreading Material on a prepared sub base,adding cement @ 4% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of base. |
| 4 | Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5. |
| 5 | Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen (V.G.-10) including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work. |
| 6 | Cleaning the premix surface and laying Seal coat (Type \\"C\\") with approved 6-7mm. Graded grit and bitumen (V.G.-10)including Roller, Machinery and heating the paint to the required temperature including cartage of materials, maintenance of patri and water |
| 7 | Constn. Of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 |
| 8 | HUME PIPE-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 9 | C.C. 1:4:8 cement, coarse sand 40mm. Gauge stone ballast including complete work |
| 10 | Supply of 600mm. Dia pipe. |
| 11 | Laying of 600mm. Dia pipe. |
| 12 | M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work |
| 13 | Struck cement pointing in 1:2 cement fine sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.(Flus Pointing) |
| 14 | 12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand . |
| 15 | Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04 |
| 16 | Providing and laying cement concrete in 1:2:4 cement coarse sand and 20 mm nominal size of grit .SI No 279(b) |
| 17 | Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work. |
| 18 | Constn. Of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1 Please Enable Macros to View BoQ information |
