Construction of RCC slab culverts on Phayal Rampuri via Matholi road km 0/00 to 5/200

Amount

Earthwork in excavation in hilly area by manual/mechanical means i/c cutting and trimming and side slope for structures as per drawing and technical specification clause 305.1 and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Providing and laying Plain cement concrete 1:6:12(one cement isto six sand isto twelve graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying Mechanically mixed and vibrated Plain cement concrete 1:4:8(one cement isto Four sand isto eight graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying Nominal mixed and vibrated Plain cement concrete M-10 nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying plain/reinforced cement concrete in sub structure complete as per drawings and technical specifications clauses 802,803,804,805,806,807,1202 &1204 (i) RCC grade M-20 1:2:4 (one cement isto two sand isto four graded stone aggregate) upto 5.00 metre height and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying plain/reinforced cement concrete in super structure complete as per drawings and technical specifications clauses 800,1205.50 (i) RCC grade M-25 1:1.5:3 (one cement isto one point five zero sand isto three graded stone aggregate) upto 5.00 metre height and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. .(RCC M-25 upto 5.00 height)

Supplying ,fitting and placing TMT bar reinforcement in super -structure or similar works complete as per drawings and technical specifications clause 1002,1005,1010 &1202 and curing complete and carriage of materials with in all leads,lifts and as per the direction of Engineer-In-Charge.

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.30 complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. .(RCC M-25 upto 5.00 height)

Providing and laying filter media with granular crushed aggregate asper specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wal,return wall to the full height,compacted to firm condition complete as per drawings and technical specifications clauses 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Providing and laying flooring laid over cement concrete beeding complete as drawing and technical specification clause 1303 including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Rubble stone laid in cement mortor 1:3 (One cement Three Sand).

Construction of RCC railing of M 25 Grade in -situ with 20mm nominal size aggragate ,true to line and grade,tolerance of vertical RCC post not to exceed 1 in 500 , centre to centre spacing between vertical post not to exceed 2000mm , leaving adequate space between vertical post for expansion , complete as per drawings and technical specifications clause 800,900 & 1208.3 and curing complete and carriage of materials with in all leads,lifts and as per the direction of Engineer-In-Charge.

Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.

HARISH THAKUR

Man mohan thakur

Deepak Sharma

contractor

ankit kaloti