Missing CD on Nalwagi to Salot road Km 0/000 to 2/285 ( SH- C/o 3.00 mtr span RCC slab culvert at RD 1/842

Amount

Excavation in soil in hilly area by mechnicial means including cutting and trimming of side slopes and disposing of excavated earth as per technical specification clause 1603.1 + 1603.2. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

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 any lead dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil 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 in (C.C 1:3:6) (one cement : three sand six graded stone aggregated 20mm nominal size) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Stone masonary in cement mortar 1:5 (one cement : five sand ) in foundation complete as per drawing and technical specification clause 702,704,1202 &1203 including carriage of materials within all leads and lifts as per 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.

Providing and laying of dry rubble flooring complete as per drawing and technical specifications clause 1303.3 in rubble stone laid in cement mortar 1:3 (one cement : three sand)within all leads and lifts as perentire satisfaction and direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete M-25 (1:1.5:3) (one cement : one and half sand : three graded stone aggregate 20mm (twenty millimetre) nominal size) in super structure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5. 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 specifications clauses 1002, 1010 and 1202 complete including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying cement conceret wearing course M-30 grade including reinforcement complete as per drawing and techincal specification clauses 800 and 1206.3 within all leads, lifts carriage of material and other incidentials as per cetire satisfaction and direction of 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 Clause 1209 including carriage of material and other incidentials as per the direction of the Engineer-in Charge.

Shiv Lal