Sampark Marg darji tekua fakkad ke ghar se subhash singh ke ghar hote motilal harijan ke ghar ka marramat karya

PART A WBM G-3 - Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405

Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. As per technical specification clause 502 including cost of bitumen emulsion (SS-1)

Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.4kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen

Brick edging on both sides of the road of first class bricks 8.0cm (3") wide and 12cm (4.5") deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by the E/I as per SI No 765

PART B WBM G-3 - Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405

Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. As per technical specification clause 502 including cost of bitumen emulsion (SS-1)

Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.4kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen

Earthwork in cutting or embankment /Pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layer's including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift as directed by E/I including labour T&P etc required for proper completion of work (as per SI No-253)

Maintainance of 1st Year @ 0.00% of Total Work Amount of Part A

Maintainance of 2nd Year @ 1.00% of Total Work Amount of Part A

Maintainance of 3rd Year @ 1.50% of Total Work Amount of Part A

Maintainance of 4th Year @ 2.00% of Total Work Amount of Part A

Maintainance of 5th Year @3.00% of Total Work Amount of Part A

Maintainance of 1st Year @ 0.00% of Total Work Amount of Part B

Maintainance of 2nd Year @ 2.00% of Total Work Amount of Part B

Maintainance of 3rd Year @ 3.00% of Total Work Amount of Part B

Maintainance of 4th Year @ 4.00% of Total Work Amount of Part B

Maintainance of 5th Year @ 6.00% of Total Work Amount of Part B

Please Enable Macros to View BoQ information