Restoration of BT Surfaces damaged due to UGSS and water supply at Subbulakshmi nagar main and cross roads in ward no.87, South Zone.

Amount

Earth work excavation in all soils and sub-soils and the full depth as may be directed by the departmental officers with initial leads and lifts and cleaning and levelling the site etc., complete complying with standard specification (at damaged and centre portions)

Removal of Excavated excess earth away from the site to 3 K.M including loading and transportaion charges etc., complete as per standard specification. FOR 1M3

Providing Water bound macadam for 75mm consolidated thickness for the bottom layer with grade II metal using 1 m3 of 63mm to 45mm IRC size HBG metal with 0.24 m3 of gravel for screening for 10 m2 of 75mm consolidated thickness, the grading of metal to confirm to table 400-6 of most specification including cost of conveyance of all materials to the worksite and stacking them with the standard departmental gauge labour charges for spreading metal and gravel hand packing metal to chamber watering with all leads for water forming edge bunds etc., and conslidating by power roller and hire charges for all other tools and plants etc., complete as per clause of 404 of ministry of surface transport specification Il revision hire charges for machinery power roller 8-10 MT.

Providing Vater bound macadam for 75mm consolidated thickness for the top layer with grade III metal using 1 m3 of 53mm to 22.4mm IRC size HBG metal with 0.24 m3 of gravel for screening for 10 m2 of 75mm consolidation thickness. The grading of metal to confirm to table 400-6 of most specification including cost of conveyance of all materials to the work site and stacking them with the standard departmental gauge labour charges for spreading metal and gravel hand packing metal to chamber watering with all leads for water forming edge bunds etc., and conslidating by power roller and hire charges for all other tools and plants employed etc., complete as per column 404 of most specification. Hire Charges for machinery power roller 8 - 10 T

Tack coat over WMB using 4kg of 80/100 bitumen for 10 m2 area in manually including hire chareges of machinery and labour charges etc., complete.

Providing and laying of 25mm compacted thick semidence bituminous concrete using 0.10m3 of 11.2mm IRC metal/ 0.16m3 of 6.7mm IRC metal and 0.11 m3 of 2.8mm and below with 24kgs of bitumen of grade 60/70 for premixing per 10 m2 including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to power site spreading the mix in required temperature for uniform thickness of 25mm with mechanical paver to the specidird grades and cross section and compaction by 80-100 KN power roller to the required density etc., including hire charges and fuel attending to paver site etc., including hire charges and fuel charges for 20-30 T CMP with bitumen boiler, tipper trucks, power finisher power rollers and all another tools and plant required including all other incidental charges etc., completed as per specification using CMP clause 511 of MOST Specification.

R K BUILDERS