Widening and Strengthening of B.P. Marg to Rudravart, road Distt- Sitapur

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, tress cut earlier and disposal of unserviceable materials and stacking of serviciable material to be used or auctioned soil not exceeding 150mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting trimming bottom side slopes, in accordance with requirements of lines, grades and cross sections.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Construction of Subgrade with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures and compacted to achive the dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects. .

Construction of earthen shoulder with material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to achive the dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects.

Construction of granular sub-base by grade-1 for providing well graded material from approved quarry , 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, 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 bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means.

Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects.

Providing and laying dense graded bituminous macadam Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 4.5 % , 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 and tandem roller to achive the desired compaction as per MORTH & H Specification Clause 505 complete in all respects.

Providing and laying bituminious concrete Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 5.4%, 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, tandem roller and Pneumatic Tyre roller to achive the desired compaction as per MORTH & H Specification Clause 507 complete in all respects.

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material..

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

Granular material (O.B.B) filling in foundation trenches as per drawing & technical specition clause 305.3.9 on the sides of Hume pipe

Providing reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row with cement mortar1:2(1cement: 2 coarse sand) [as per MORT&H specification no. 9.3-1100(B)] (1000mm HP Culvert)

Providing reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row with cement mortar1:2(1cement: 2 coarse sand) [as per MORT&H specification no. 9.3-1100(B)] (600mm HP Culvert)

Furnishing and Placing Reinforced cement concrete (RCC Grade M20 )

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Drainage Spouts complete as per drawing and Technical specification

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

Providing and laying interlocking concrete block pavement M-30 Mpa compressive strength thickness 80mm over prepared sub base/base and prepared over sand bed surface including all labour T&P etc. required for

Five Year Routine Maintenance