Widening Strengthening of Lucknow Barabanki Gorakhpur Mokama Old NH 28 City Portion ODR from Km 22.700 to 26.000 Km 29.700 to 30.500 Asaini road Tiraha to Bahraich Tiraha in Distt Barabanki.

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 material obtained from borrow pits with 5 km lead all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 and applying primer coat with 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 applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam (DBM Grade -I )with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 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.

Providing and laying Dense Graded Bituminous Macadam (DBM Grade-II) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l 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 B no. 5.4 complete in all respects.

Providing and laying bituminous concrete (BC- 2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -40 @ 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

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (By Mechanical Means) Bituminous courses

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.

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. As per SOR No. 280 Sl. No. 5

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Providing and laying Reinforced cement concrete in M-25 grade concrete in Sub structure including formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H clause 1600 Sl. No. 12.4

Pointing with cement mortar (1:3 ) on brick work in substructure as per MORT & H Specifications 1300 & 2200 13.2.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H clause 710.1.4. of IRC 78 2200.Sl. No. 13.9

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and fixing PVC pipe 110 mm dia of Approvd Quality in Center of Divider including all material labour T & P ctc.

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ Charge - 0.25% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ Charge - 0.50% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ Charge - 0.75% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ Charge - 1% (Total Cost of Item nos. 1 to 57.5)

SHIV CONSTRUCTION (BID ID -5061229)