C/O link road from Ramshehar Baddi sai Ramshehar road to Nichli Toungri Jaman Ka Dora Uprli Toungri Jabal km 0/0 to 1/060

Amount

Cutting in earth work in all height of soil including saturated soil comprising of pick work, jumper work, soft blasting work and hard blasting work including chiseling wedging out of rock where blasting is prohibited and transportation of un useful material for filling in road way embankments for grade improvement and leveling to required grades and then disposing of surplus excavated earth in required width of the road or approved 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 stone @ 0.0242 per Cum of executed quantity @ 170/- per cum ( Rupees one hundred seventy ) per cubic meter will be recovered from the contractor.

Earth work in excavation for foundation of structure up to 3 mtr. depth as per drawing and technical specification clause 1104 including setting out, construction souring and dressing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials rate as per item No. 9.1 within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Providing concrete 1;4;8 and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203 within all lead and lift as per direction of Engineer-in-Charge.

Providing concrete 1:3:6 ( M-10) and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203within all lead and lift as per direction of Engineer-in-Charge.

Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2 of 900 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 11084 Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2 of 900 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 1108 as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing weep holes in brick masonary, plain reinforcement cement concrete abutments, wing walls, return wall with 100 mm dia PVC pipe extending through the full width 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. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Backfilling behind 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.

HUKAM SINGH CONTRACTOR

JAGJEET KAUR

SOM NATH THAKUR