Construction of link road from Jawalapur to Harizan Basti Lal Tappad Km. 0/0 to 1/700.

Amount

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 mtrs.(one point five zero metres)tansporting to site, spreading, grading to the required loope and compacting to meet requirement jof tables 300.1 and 300.2 with a lead upto 1000 mtr(one thousand metres)as per technical specification clause 301.5, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Earthwork in excavation for structure as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing , removal of atumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and back filing in trenches with excavated suitable material. Ordinary soil upto 3.00 mtr(three point zero zero metre).Including haulage of materials in all leads, lifts and carriage of matterials, as per direction by the Engineer-in charge.

Providing and Laying P.C.C. 1:2:4 (M 20) ( one cement : two sand: four graded stone aggregate ) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 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 1:3:6 (one cement : three sand : Six graded stone aggregate 40mm.(forty milimetres) nominl size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and Laying concrete 1:4:8 ( one cement :four sand : eight graded stone aggregate forty millimetres nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 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.

Supplying , fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202, iincluding hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Wire crate of G.I. wire filled with boulder with square cut faces against the wire ( wire crate to be measured and paid for seperately) including of hauling of material in all leads, lifts and carriage of materials as per the direction of Engineer-in-charge.

Wire crate of G.I. wire filled with boulder with square cut faces against the wire (wire carate to be measured and paid for seperately) G.I. wire 4mm.(fouor milimetres)thick (corresponding to SWG-8) in 15x15 cm.(fifteen centimetres into fifteen centimetres)mesh (diagonal dimmensions) including all leads, lifts and carriage of mateials, as per entire satifaction of Engineer-in-charge.

Providing and laying 900mm.(nine hundred milimeetres) dia reinforced cement concrete pipe NP2 for culvert 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 masonry work in head walls and parapets clause 1108, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing weep holes in brick masonry / stone masonry / plain / reinforced concrete abutments, wing walls, return walls with 100 mm dia PVC pipes extending through the full width of the structure with slope of 1 : 20 (one : twenty) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying filter media with granular / crushed aggregates as per specifications thickness not less than 600 mm (six hundred milimetres)with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing walls, return walls, to the full height, compacted to firm condition complete as per drawing and technical specifications clause 120403.8, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Arif Khan

NITIN SHARMA

Basti Ram

saurabh sharma

SANCHIT GOEL