Construction of link road from Khair Kujewala to Thakkar km. 0/0 to 4/750 (SH Construction of RCC Hume pipe culvert at RDs 2/090, 2/240, 2/600, 2/660, 2/855, 3/090 and 3/415) under S.C.S.P.

Amount

Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to a lead of 50 metre, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto 3 metre depth. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and Laying concrete 1:4:8 ( one cement :four sand: eight graded stone aggregate ) 40 mm (forty milimetre)nominal size for Plain / reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 and 1203. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. .

Providing and laying Cement Concrete for plain /rain forced concrete in sub structure complete as per drawing and technical specification clause 802,803,1202 PCC M-20 1:2:4 (One Cement:Two Sand: Four graded stone aggregate) 15 mm (fifteen milimetre) nominal size, including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing and laying 900 mm dia (nine hundred millimetre diametre) reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108, including all leads lifts and carriage of materials, as per the direction of Engineer-In charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and Laying filter media with granular crushed aggregate as per specification to thickness of not less than 600mm with smaller size towards the soil and bigger size towards 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. including all eads lifts and carriage of materials, as per the direction of Engineer-In charge.

Surender Singh