C/o road from Ghamrola pul to Chandi via Ghat Doech, Kaker Doechi, km 0/0 to 5/700 (SH- ROFD and CD work in km 0/0 to 0/600 and C/o 900 mm dia RCC Hume Pipe culvert with wing wall at RD 0/060, 0/300, 0/440 and 0/510

Amount

Excavation in soil in Hilly area by mechanically means including cutting and trimming of side slops and disposing of excavated earth with a lead upto 20 m as per Technical Specification clause 1603.1, within all lead and lift as per the direction of the Engineer- in- Charge

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 lift 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 the direction of the 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 1109 (Rate as per item No. 11’, within all lead and lift as per the direction of the Engineer- in- Charge

Providing and Laying cement concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203.(P.C.C 1:5:10 nominal mix 40 mm agregate), within all lead and lift 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 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 lift as per the direction of the 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 lift as per the direction of the Engineer- in- Charge

SALOCHANA DEVI