R.R.Damages on Deodhar Kheelgaloo road km. 0/00 to 21/500. (SH C/O 3.00mtr span RCC Slab culvert alongwith both side wing wall at RD 2/180 Under PDNA 2023

Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinnary soil up 3 m depth including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in-charge.

Providing and laying 1:6:12 (One cement : six sand : twalve graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all lead, lifts and other incidentals as per direction of Engineer-in-Charge.

Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all lead, lifts and other incidentals as per direction of Engineer-in-Charge.

Providing concrete for plain/reinforced concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm (Twenty millimetre) nominal size) in open foundationsand curing complete as per drawing and MORD technical specification section 800, 1200 and clause 1604 including carriage of materials with in all leads, lifts and other incidentals as per the direction of Engineer-in-charge.

Providing and laying Reinforced cement concrete M-25 (twenty five) Grade approach slab complete as per drawing and MORD technical specifications clause 800, 1484.4 including cost of form work, reinforcement and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and MORTH technical specifications clouse 1600 including cost of binding wire including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Drainage spouts 100mm (one hundred millimetre) dia Galvanised iron complete as per drawing and MORTH technical specification 2705 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (One cement : three sand) Earth work in excavation and cement concrete for bedding to be measured and paid for separately including carriage of materials with in all leads, lifts and other incidentals.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. Granular material including carriage of materials with in all leads, lifts and other incidentals or as per the direction of Engineer-in-charge.

Earth filling in foundation trenches as per drawings and technical specification Clause 305.3 including carriage of materials with in all leads, lifts and other incidentals or as per the direction of Engineer-in-charge.

Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 including carriage of materials with in all leads, lifts and other incidentals.