Missing CD on Kelodhar Chhatri road Km 19/000 to 32/000 SH- C/o 6.00 mtr span RCC slab culvert with both side wing wall at RD 30/345

Amount

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with excavated ssuitable material ordinary rock 20% & Hard rock 80% 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 for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 PCC grade M-10 nominal mix 1:3:6 (one cement : three sand : six stone aggregate) 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 work in cement mortar in foundation complete as per drawing and technical specifications clauses 702,704, 1202 & 1203. Coursed rubble masonry in cement mortar 1:4 (one cement : four sand) 1st sort complete including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge

Providing and laying plain cement concrete in approaches of slab in super structure as per drawing and technical specification PCC. M-20 (1:2:4) (one cement: two sand : four graded stone aggregate) nominal mix including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying plain cement concrete in levelling course below approach slabcomplete as per drawing and technical specification PCC. M-15 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clauses 800 and 1206.3 within all leads, lifts carriage of material and other incidentials as per entire satisfaction and direction of Engineer-in-Charge.

Furnishing andplacing reinforced cement concrete in super structure as per drawing and technical specification RCC M-25 including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification clause 1002, 1010 and 1202. within all leads, lifts carriage of material and other incidentials as per entire satisfaction and direction of Engineer-in-Charge.

Construction of reinforcement cement concrete for RCC. railing by 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

Providing and fixing in posotion 20 mm. (twenty milimetre) thick pre-moulded joint filter in expansion joint for fixed ends of simply supported spans not exceeding 10.00 metre to cater for a horizontal movement up to 20 mm. (twenty milimetre) covered with sealant complete as per drawing and technical specification within all leads, lifts carriage of material and other incidentials as per entire satisfaction and direction of Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregate in return walls and abutmentcomplete as per drawing & technical specification 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 (2nd (second) sort) in cement mortar 1:6 (one cement : six sand) complete within all leads, lifts carriage of material and other incidentials..

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub structure and super structure complete as per Drawing and technical specifications clauses 704.6 & 1302.5 complete within all leads, lifts carriage of material 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 1:4:8 (one cement : four sand : eight 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.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

GHANSHYAM LAL

Praveen Kumar Govt. Contractor

Manoj Kumar