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| 1 | Earth work in Foundation in dry soil (Loam clay or sand) including lift up to 1.5 M and lead up to 30 m and including back filling, watering and ramming of excavated earth into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge up to distance of 30 M from the foundation trenches (BY MANUAL MEANS) |
| 2 | Earth work in backfilling for making of proper canal section in all type of soil, dressing, mannual compaction, including 1.50m lift and 600m lead of earth, labour and T&P etc. |
| 3 | Earth work in filling in Ramp and Diversion including ramming and dressing the surface to be required level and slope also including carriage 600 M up to work site with all lead and lift, complete as per directed by Engineer-in-Charge. |
| 4 | Cement concrete with stone ballast in R.C.C. 1:1:2 (M-25) including all cost of material, labour , T&P etc. for completion of work per cum. |
| 5 | Cement concrete with stone ballast in R.C.C. 1:1.5:3 (M-20) including all cost of material, labour , T&P etc. for completion of work per cum. |
| 6 | Supplying and laying steel reinforcement with cutting, binding, and placing including cost of binding wire, steel, labour, T&P etc. complete |
| 7 | Centering & Shuttering including all cost of material, labour and T&P etc. for proper completion of work. per Sqm. |
| 8 | For C.C. WORK |
| 9 | For R.C.C.WORK |
| 10 | Cement concrete in 1:1.5:3 (M-20) including all cost of material, labour , T&P etc. for completion of work per cum. |
| 11 | Laying C.C 1:2:4 using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. |
| 12 | Laying C.C 1:3:6 in foundation using size 4-20 mm graded crushed aggregate including all cost of material, labour , T&P etc. for completion of work per cum. |
| 13 | Cement concrete in 1:6:12 including all cost of material, labour , T&P etc. for completion of work per cum. |
| 14 | First class brick work (M-105 and above) in 1:4 C.M. including all cost of material, labour and T&P etc. for proper completion of work. Per cum |
| 15 | Cement pointing in 1:2 (struck deep) on brick masonry i/c cost of all material, labour, T&P etc for completion of work. |
| 16 | Dry brick on edge soling laid dry filling joints including all cost of material, labour and T&P etc. all complete. Per sqm. |
| 17 | Supply and fixing wheel gaurd including all cost of material, labour and T&P etc. complete. Per No.. |
| 18 | Supply and laying thermocoal sheet in expanson joint including all cost of material, labour and T&P etc. complete. Per sqm. |
| 19 | Supply and laying Tarfelt sheet in two layers on Bed Block including all cost of material, labour and T&P etc. complete. Per sqm. |
| 20 | Providing and fixing in position 20 mm thick bitumen impregrated fiber board confirming to IS:1838 including cost of primer, sealing compound Grade-A in expansion joints |
| 21 | Providing and placing in Position Suitable PVC water Stops conforming to is 12200 for construction /Expansion joints errated with central bulb |
| 22 | Providing and fixing in position blown bitumen in expansion joints |
| 23 | Supply and fixing diversion Board including all cost of material, labour and T&P etc. complete. Per No.. |
| 24 | Removal of diversion including 1.50 m lift and up to 100 m lead. |
| 25 | Construction of granular sub base by providing coarse graded material, spreading in uniform layers, with motor grader on prepared surfac, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 |
| 26 | Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam specification including spreading in uniform 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 density Grading II and thickness as per Technical Specification Clause 405. |
| 27 | Providing, laying, spreading and compacting 53-22.4 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.G-3 |
| 28 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of Emulsion) |
| 29 | Providing and applying tack coat with bitumen V.G.-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom .(Including cost of Bitumen) |
| 30 | 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 as per Technical Specification Clause 508. |
| 31 | 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 |
| 32 | S/F of 75 mm dia G.I.pipe as drainage spout icluding cost of all material, labour and T&P etc. for proper completion of work. R/M |
| 33 | Providing, laying and Jointing RCC Pipe NP2 Class 100 mm Dia including cost of Labour, Material, T&P etc Complete |
| 34 | Providing, laying and Jointing RCC Pipe NP2 Class 150 mm Dia including cost of Labour, Material, T&P etc Complete Please Enable Macros to View BoQ information |
