C/O Missing CD on Shankerdehra to Mathyana Palochi road km. 0/000 to 3/000 SH C/O 3.00 mtr. Span RCC slab culvert at Rd 0/480

Amount

Earth work in excavation for structure as per drawing and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to a lead of 50 metre dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil. with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete (C.C 1:6:12) (one cement : six sand twelve graded stone aggregated) for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 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 (C.C 1:4:8) (one cement : three sand six graded stone aggregated) for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry in cement mortar 1:5 (one cement : five sand) complete within all leads, lifts carriage of material and other incidentials.

Providing and laying RCC grade M 25 1:1.5:3 (one cement one point five sand three aggregate in reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry in cement mortar 1:6(one cement : six sand) complete within all leads, lifts carriage of material and other incidentials.

Construction of dry rubble masonary for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification Clauses 704.6 & 1302.5, with in all leads and lilfts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : ten graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials as per the direction of Engineer-in Charge.

Providing and laying filter media with granular crushed aggregates as per specification 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 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 weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material and other incidentials as per the direction of the Engineer-in Charge .

Providing and laying of dry rubble flooring complete as per complete as per dawing and technical secification Clause 1303.3 in rubble stone laid in cement mortar 1:3 ( 1 cement : 3 sand )within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & 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.

MOHAN SINGH NEGI GOVT CONT.

DUNI CHAND