Widening and strengthening of Satnapur-Manpur-Maharajnagar Road (O.D.R) Ch.16.600 to 17.600,18.600 to 25.000 (length 7.400 km) in district Sitapur.

Scrapping Old Painted Surface Including Disposal of all Scrapped material to a distance of 30 meter as directed by engineer in charge.

Construction of embankment with approved materials obtained from Rodway cutting with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

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.

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 4.0 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. (Dense Graded Bituminous Macadam Grading 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. (Only spreading and Compacting)

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

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant 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. 507 complete in all respects. (Bituminous Concrete Grading 2)

1000mmdia hume pipe 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.

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

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations .

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

Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification.

Laying of reinforcement conrement pipe 1000 mm for culvert on first class bedding of granula material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and prapets.

Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications

Providing weep holes in brick masonry/Plain/Reinfored concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV 20H Towards drawing foce, complete as per drawing and techincal specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification

Drainage spouts complete as per drawing and technicla specification

Running of 5HP pump for dewatring including arrangement of pump suction and delivery pipes and others accessories

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Brick soiling with straight overburnt brick laid on edge and dry including preparation of subgrade to prescribed camber and including supply of briks, filling joints, with local earth spreading blinding coats 1 cm. (3/8") deep of local earth of P.1. 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. CH 20 Item 762 b SOR

P.C.C. 1:3:6 with stone ballast.

R.C.C. 1:2:4 with stone Grit.

Providing and fixing road furniture