Construction of Link road from Kanani to Lodiwala via Bissian Chamaran Katloo Pahari Chikni road GP Baila K M 0 0 to 10 620

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 stones @ 0.043 cum of executed quantity @ 170/-( 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&1203within all lead and lift as per direction of Engineer-in-Charge.

Plain cement concrete M-10 (136 nominal size) in leveling course below open foundation of head walls as per drawing and technical specification clause 802,803.1202&1203 (Rate as per item No. 11’ within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Providing and laying reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fixing collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900 mm dia. rate as per item No. 11.4 (ii)within all lead and lift as per direction 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.

Providing and filling filter media with granular crushed aggregate as per specification to thickness of not less than 6oo mm with smaller size toward the soil and bigger size toward the wall and providing over the entire surface behind abutment, wing wall return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Construction of embankment with material from borrow pits with lift up 1.5 mtr and transporting to site spreading to grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with in lead of 1000 mtr . Chapter 3.4. clause 301.5. . as per direction of Engineer-in-charge, including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

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.

Ajay Thakur

AMANDEEP KALIA GOVT. CONTRACTOR

CHET RAM

rehana

Mamta Devi

RAJ KUMAR