Construction of link road to village Dhand in G.P. Kando Kansar km 0/0 to 2/0. under SCSP.(SH Construction of RCC Box cell type culverts of 3.00 mtr span at RD 1/745)

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 all lead dressing of sides and bottom and back filling in treanches with excavted suitable materials all depths ,including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (Six hundred millimetres) 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 materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203, P.C.C. grade M-20 (Twenty) , Nominal mix 1:2:4 (one cement: two sand: four crushed stone aggregate 20 mm (Twenty millimetres) nominal size including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, R.C.C. grade M 25 (Twenty five) , 1:1.5:3 (One cement: one and half sand: three crushed stone aggregate twenty millimetres nominal size) including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Supplying, fitting and placingTMT bar reinforcement in superstructure complete as per drawings and technical specifications Clauses 1000 and 1202 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing and Laying of boulder apron laid in wire crates with 4 mm (Four milimetres) dia G.I. wire conforming to IS: 280 and IS :4826 in 100 mm x 100mm (one hundred milimetres into one hundred milimetres) mesh ( woven diagonally)including 10 (Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (Twenty five kilogrammes) each as per drawing and technical specifications clause 1301., including carriage of materials with in all leads, lifts and other incidents complete as per entire satisfaction of the Engineer -in -Charge.

Providing and Laying P.C.C nominal mix 1:4:8 (One cement: four sand: eight crushed stone aggregate forty millimetres nominal size) concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia One hundred millimetrs diametre) PVC pipe extending through the full with of the structures with slop of 1(v) (One vertically):20(H) (Twenty horizentally) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

IQUBAL

DINESH KUMAR GUPTA

Balinder Dutt