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| 1 | Earth work in excavation of foundation in ordinary soil i/c all lead & reqd lifts with proper compaction as per site requirement and proper disposel of excavated surplus earth as directed by engineer in charge including cost of all labour T&P etc. required for proper completion of work |
| 2 | Laying of cement concrete M10 A40 (1:3:6) with Cement, Coarse Sand, Stone Grit (A-40) laid in foundation of abutment including cost of all material, labour, T&P, Machanical Mixing, Curing etc complete or as directed By for proper completion of work Engineer-in-charge |
| 3 | Cement Concrete in (1:2:4) mix with Cement, Coarse Sand (F.M. Not less than 2.00), Stone Grit (A-40) including cost of all material, labour, T&P, Machanical Mixing, Curing etc complete for proper completion of work |
| 4 | Laying of Cement Concrete in M7.5 A40 (1:4:8) mix with Cement, Coarse Sand, Stone Grit (A-40) including cost of all material, labour, T&P, Machanical Mixing, Curing etc complete for proper completion of work |
| 5 | Ist class Brick work in 1:4, Cement Coarse Sand mortar in warping including cost of all material labour T&P etc. complete for proper completion of work |
| 6 | Struck Pointing in 1:2 Cement mortor including cost of all material, labour, T&P, Curing etc complete for proper completion of work |
| 7 | Providing centering & shuttering for bridge slab, bed block, dirt wallcement concrete work in foundation and transitions i/c all cost of labour & T&P etc complete for proper completion of work |
| 8 | Laying of reinforeced cement concrete in M20 A20 (1:1.5:3) mix with Cement, Coarse Sand, Stone Grit (A-20) in slab including cost of all material, labour, T&P, Machanical Mixing, Curing etc complete for proper completion of work |
| 9 | Laying of reinforeced cement concrete in M20 A20 (1:1:2) mix Cement, Coarse Sand (A-20) in dirt wall and bed block including cost of all material, labour, T&P, Machanical Mixing, Curing etc complete for proper completion of work |
| 10 | S/L of two coat tar Felt Painting including cost of all material, labour, T&P complete for proper completion of work |
| 11 | Providing & Fixing 20mm thick Expansion Joint with angle iron both side & M.S. plate carring & filling of filler material of bitumin soil dust & Coarse Sand (F.M. Not less than 2.00), etc complete for proper completion of work |
| 12 | Making cutting, bending, binding & placing in position of steel reinforcement with all wastage, carriage and including all labour material and T&P etc complete for proper completion of work |
| 13 | Providing and filling of local sand as back filling i/c cost of all material,labour and T&P complete for proper completion of work |
| 14 | Providing and fixing of 100 mm Dia P.V.C. Pipe including cost of all material, labour, T&P etc for proper completion of work |
| 15 | Providing and Fixing of year Plate for proper completion of work |
| 16 | Providing and fixing of B.M Plate for proper completion of work |
| 17 | Supply and Fixing wheel Guard stone (Size 150mmx150mmx1500mm) for proper completion of work |
| 18 | E/w in cutting or filling for making dirvesion and approach rod of VRB in ordinary soil in layers i/c cost of all labours T& P with ramming drassing upto required levels and slopes or gradient proper completion of work and required lead up to 1.00 Km distence from work site or as per directed by Engineer- in -charge. The earth from cutting to be used in making embankment or to be deposited is spoil bank within 30m distence as per directed by Engineer-in-charge. The rates will be made as per given table in case 1.00 km lead reduced in any condition.. |
| 19 | Supply & laying RBM for making hard base for traffic I/C icluding cost of all labour masonary T&P etc. required for proper complition of work. |
| 20 | Laying brick on soiling laid dry filling joints i/c all cost of material, labour T&P etc. for proper comp. of work. |
| 21 | Dismentaling Earh Work of diversion with its proper disposal incuding all material, labour, T&P etc. required for proper completion of the work. |
| 22 | Construction of Granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rolavator at OMC, and compaciting with vibratory roller to achieve the desired density, complete as per clause-401 |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam( WBM) G-2 specification including spreading in uniform thickess, hand packing, rolling withsmooth wheel roller 80-100 kn in stage to proper grade and camber , applying and brooming , stone screening to fill up the inteslices of coarse aggregate, watering and compacted to requierd density grading 2 as per technical spacification clause 405 |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam (WBM) G-3 specification including spreading in uniform thickess, hand packing, rolling with smooth wheel roller 80-100 kn in stage to proper grade and camber , applying and brooming , stone screening to fill up the inteslices of coarse aggregate, watering and compacted to requierd density grading 3 as per technical spacification clause 405 |
| 25 | Brick Edging 7cm wide on both side of the road M-150 brick on adge laid with mud mortar including labour &supply of brick finished to the requiredtemplate and in proper alignment and also including dressing and ramming in the excavated earth as per PWD detailed specification no. 20.15, irrigation page no 22 |
| 26 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including clearing of road surface and spraying p[rimer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause 502 |
| 27 | Providing and applying tack coat with VG-10 Bitumen over bituminous surface at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical hydraulic as per technical specification clause 503. |
| 28 | Providing, laying and rolling of open-graded permix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve to as wearing cours on a previously preparared base, including mixing in a suitable, plant, laying and rolling with a a three wheel 80-100 kn static roller capcity finished to required level and grades to be followed by sal coat of type c as per technical spacification clause 508 |
| 29 | 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 Please Enable Macros to View BoQ information |
