W/S of Shankarpur Chauraha Khajuriya Bauwa Roiad ODR Km 1 to 16

Amount

Earth work 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 and backfilling with approved material.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Emulsion with 3.5% emulsion & 1% cement)

Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 to 4.5 per cent by weight of total mix and filler, 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 MoRTH specification clause No. 505 complete in all respects. (Grade-II)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4 per cent of mix and filler, 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 MORTH specification clause No. 507 complete in all respects

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30 (Grade),coarse and fine aggregates conferming to IS :383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (Steel channel,laying and fixing of 125 micron thick polythene film,wdges,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowel bars,near approches to bridge/culvert and construction joints,admixtures as approved,curing of concrete slab for 14 days,curing compound (where specified) and finishing to lines & grade as per drawing &Technical Specification Clause 1501.

Construction of U Type R.C.C Drain Earth work 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (R.C.C M-20)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

1000mm dia Hume pipe culvert 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

Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. . (PCC M-15)

Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications

Providing & Laying 1000mm dia N.P3 Hume pie culvert 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

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.

1x3.00 Mtr span R.C.C Culvert Earthwork in excavation for structures as per drawing and technical specifications , including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottam and backfilling with approved material.

Plain Cement Concrete M 15 in open foundation complete as per drawing & clause 1500, 1700 & 2100 MORT&H Specifications.

Brick work in 1:3 cement and coarse sand mortar including supply of all material, labour T .P. etc. required for proper completion of work.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification(M-20)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, 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 MORTH specification clause No. 509 complete in all respects (As per MORT&H No-509)

Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.

Drainage Spouts complete as per drawing and Technical specification

Pointing with Cement mortar (1:3) on brick work as per Technical Specification

Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall to the full height compacted to afirm condition complete as per drawing and technical specification.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

OM PRAKASH CHAUBEY

M/S MAA VINDHYAVASANI CONSTRUCTION

M/s Jeet Associates

M/s Vishal Construction