W/S SBBD ROAD CH- 0-00 TO 15-00KM

Amount

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2

Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying and spreading of graded stone aggregate (WMM Stabilised layer) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion(SS) in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom.

Providing and laying bituminious concrete using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects

Plain cement concrement 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 1000 mm dia)

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 600 mm dia)

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets (HP Culvert 350 mm dia)

Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in Sub structure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Supply and fixing PVC pipe 110mm dia approved quality for weep holes including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

M/S SURYANSH INFRA DEVELOPERS PVT LTD

M/S ANMOL ASSOCIATES

RAVINDRA PRATAP SAHI