Construction of Thunag Kelti Jainshla road Km 0 000 to 9 000 SH Construction of 6 mtr span RCC slab culvert at RD 3 540 C o Wing wall 3 mtr both side Protection wall in wire crate both LHS and RHS and R wall at RD 3 528 to 3 534 and 3 543 to 3

Earthwork in excavation of foundation of structure as per drawing and technical specification including setting out construction of shoring and bracing removal of slumps and other deleterious matter dressing of sides and bottom back filing the excavation earth to the extent required and utilising the remaining earth locally for road work including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate 40mm nominal size) as per entire satisfaction and direction of Engineer-in-Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 coursed rubble masonry second sort in cement mortar1:5 (one cement : five sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying RCC grade M 25 1:1.5:3 (one cement: one point five sand : three graded stone aggregate 20 mm nominal size) in superstructure upto any height complete as per drwing and technical specification clause- 802, 803, 1202 & 1203 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Supplying , fixing and placing HYSD bar reinforcement in sub structure /super structure complete as per drawing and technical specification clause 1002,1010 and 1202 within all height / depth leads , lifts and carriage of materials and other incidentals .

Providing concrete for plain/reinforced concrete in open foundations 1:3:6 (one Cement : three coarse sand) : six graded stone aggregate 40 mm nominal size) mechenically mixed and vibrated and curing complete including cost of formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of material within all leads, lifts and other incidental charges.

Providing and laying filter media with granular crushed aggregated as per specification to a thickness of not less than 600 mm (six hundred Milimeter) 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 clause 1204.3.8 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specifications clause 1303. rubble stone laid in cement mortar 1:3 ( one cement : three sand ) including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in- charge .

Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.