C/O link road from Raw Khan to Village Khan Basti via Solar plant km 0/0 to 1/030 (SH Formation cutting at Rd 0/0 to 0/300 and C/O 900 mm dia RCC hume pipe culvert at RD 0/160

Amount

Cutting in earth work in al height of soil including chiseling saturated wedging soil comprising out of rock of where pick work, blasting jumper is prohibitedwork, soft blasting work and hard blasting work including transportation of un useful material for filling in road way embankments for grade improvement and to required grades and then disposing of surplus excavated earth in required width of the road or dumping site through all modes including head lead, animal lead or mechanical means along with leveling fine dressing of soil ,all labour , machineries ,materials tools required and safety measures and other incidental necessary to labour if required including carriage of materials with in all leads and lifts and as per the entire satisfaction of Engineer in Charge. Note :- The recovery of stones @102.43 cum of executed quantity @ 170/-( Rupees one hundred seventy) per cubic meter will be recovered from the contractor .

Excavation in foundation, trenches etc. in earth work lift up to 1.50 cm stacking the excavation soil not more then3meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth sides of foundations. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters.

P/L Cement Concrete 1:4:8 and curing complete including form work. as per drawing and technical specifications Clause 802,803 & 1202 and 1203. , including loading un-loading and carriage by all means with inall leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Plain Cement concrete M-10(1:3:6) nominal mix ) in leveling course below open foundation of Head walls as perdrawingandtechnical specification clause802,803 1202 and 1203. with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP-2 900mm dia for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1.2 but excluding excavation protection work back filling, concrete and masonry works in head walls and parapets clause 1106. with in allleads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in brick masonry/ plain reinforcement cement concrete , abutment wing walls return wall with 100 mm dia PVC pipe extending through the fullwidth of structure with slope of 1 (V) : 20 (H) Towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Backfillingbehind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in-Charage.

Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines ,grades, levels and dimension . Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307.within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

naresh kumar govt. contt.