|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 3 m in width as well as 10 Sqm on plan) including disposal of excavated earth lead upto 5 km and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil lead upto 5 km. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 3 m in width as well as 10 Sqm on plan) including disposal of excavated earth as directed by Engineer-in-Charge l. All kinds of soil lead upto 5 km. |
| 3 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge.. |
| 4 | Providing and laying of GSB / Drainage layer including compaction with road roller and all carriages complete job. |
| 5 | Supplying, Laying, stacking, Spreading and compacting stone aggregate at site of size range 63-45mm Grade-Iind of specified sizes to WBM specifications in uniform thickness, hand picking rollingwith 3-wheeled roller / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.Incl all leads ;lifts and carriages complete |
| 6 | Supply and filling of Quarry stones in wire crates of 100 x 100 mm mesh, incl. carriages from source to site of work, tipping charges of stone filled crates and cost of wire crates. All complete. |
| 7 | Supply and filling with 2nd class Quarry stones as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing wall return wall Retaining Walls to the full height compacted to firm condition including carriage of material from approved source to site of work complete |
| 8 | Providing and erecting \\"W\\" Metal Beam crash barrier (Single face single barrier) comprising of 3mm thick corrugated sheet metal beam rail, 115 cm above road/ground level fixed on ISMC Series channel vertical posts 150x75x5mm spaced 2.00 m centre to centre, 2.00 m height, 0.85 m below the road/ground level, all steel parts and fitments to be galvanized by hot dip process all fittings to confirm IS 1367 and IS 1364, metal beam rails to be fixed on the vertical post with a spacer for channel section 150x75x5mm, 330mm long as per clause 811 of MORTH specification including necessary earthwork concreting and matel primer with priming caot with cement concrete M20 Grade (60cmx60cmx85) including all carriages complete job (finished work to be measured in linear length for making payment). |
| 9 | Providing and maintaining temporary closure of road for traffic as a precautionary safety measure during execution of work, including supply, fixing and removal of barricades, cautionary and diversion sign boards, reflective tapes, safety cones, red flags, blinking warning lights for night, and deployment of watch & ward/traffic helpers, complete as directed by Engineer-in-Charge. Complete Job |
| 10 | Carriage of materials quarry above 40 mm nominal size avg lead of 30 km |
| 11 | Breast wallEarth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil |
| 12 | Providing and Laying dry stone soling hand packed incl.ramming etc with all cost and carriage of materials,complete. |
| 13 | Providing & laying in position cement conc. of 1:4:8 (1 cement : 4 coarse sand: 8 graded agg. 40mm nominal size) excluding the cost of centring & shuttring all work upto plinth level |
| 14 | Random rubble masonry with hard stone from quarry in foundation and plinth in cement mortar 1:6 (1cement : 6 course sand), including levelling up with cement concrete 1:6:12 (1cement: 6 course sand: 12 graded stone aggregate 20mm nominal size) at plinth level. |
| 15 | Random Rubble Masonry in foundation & plinth using quarry stone with bond stones in dry. |
| 16 | Providing & laying PCC coping 50mm thick with cement conc. 1:2:4 (1 cement : 2 course sand :4 graded crusher agg. 20mm nominal size) |
| 17 | Pointing on stone work with cement mortar 1:3 flush and ruled pointing Please Enable Macros to View BoQ information |
