Work of two lane with paved shoulder in the remaining part of Puwayan Tilhar Dataganj Badaun road (S.H.-126) under Dataganj Vidhan Sabha of Badaun district (length-9.45 km).

Amount

Dismantling of Flexible Pavements and disposal of dismantied materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately (Bituminus course)

Dismantling of Flexible Pavements and disposal of dismantied materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately (Granular Course)

Excavation for roadwork in soil with hydraulic excavator 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 As per MORT&H Specification 2019, S.No. 3.06 (Clause-301)

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain anmd 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 all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) with 2 Km Cartage

Sand filling in treanches as per drawing and Technical Specification

Brick soling with stralght over burnt bricks laid of edge and dry including prepration of subgrade to prescribed camber and including supply of brick filling joints with local earth spreading bilnding coat of 1 cm depth of local earth of PI 5 to 7sand over the entire surface and including labour and T&P etc required for proper completion of the work (SI 762B)

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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material)

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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material) (labour only)

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. As per MORT&H Specification 2019, 4.14 (Clause-406B)

Providing and laying dense graded bituminous macadam (grading-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 MORT&H Specification 2019, S.No. 5.04 (Clause-505(A))

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 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305)

Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORT&H Specification 2019, S.No. 5.02 (Clause-503I)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 2019 clause No. 505 complete in all respects.

Providing and laying bituminous concrete (Grading-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 As per MORT&H Specification 2019, S.No. 5.05 (Clause-507B)

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. as per MORTH 2019 S.No. 9.01 clause 304.

Excavation in foundation soil (loam clay or sand) including lift up to 1.50 & lead p to 30 m including filling, watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or into the plinth & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches

PCC-M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100.

Plain / Reinforced cement in sub structure complete as per drawaing & complete specification RCC Grade M-30 Using batching plant transit mixer & concrete pump (Height upto 5mtr)

Plain / Reinforced cement in sub structure complete as per drawaing & complete specification RCC Grade M-35 Using batching plant transit mixer & concrete pump (Height upto 5mtr)

Plain/Reinforced Cement Concrete in sub structuree complete as per drawing and Technical Specifications 1500,1700 & 2200 (M-25)

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

Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 2706, 2200

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MORT&H sr. no. 12.05 Technical Specifications1300.as per MORTH 2019 S.No. 12.05 clause 1300

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per MORTH 2019 S.No. 13.02 clause 1300& 2200

Back/Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORTH 2019 S.No. 9.03 clause 304

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 8)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100.

Laying Reinforce cement concrete pipe NP 4 / Prestressed concrete pipe on first Class bending in single row

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

PRADEEP KUMAR CONTRACTOR (BID ID -5787273)