Missing CD on Mahudhar to Nalwagi road Km 0/000 to 4/265 SH C/o RCC slab culvert 6.00 mtr span at RD 0/045

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 1:3:6) (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.

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.

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.

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.

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.

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.

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.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5. Reinforced cement concrete M-25 (1:1.5:3) (one cement : one and half sand : three graded stone aggregate 20mm (twenty millimetre) nominal size) upto any height complete 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.

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Construction of reinforcement cement concrete mechanically mixed and vibrated for railing of M-25 (twenty five) grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (one in five hundred), centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) as per drawing and technical specifications clauses 800, 900 and 1208.3 including curing complete within all leads, lifts carriage of material and other incidentials.

Drainage spouts complete as per drawing and technical specifications clauses 1209 complete including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

DEVINDER KUMAR

HEM RAJ