Construction of Proposed 02 lane ROB Near Sadar Tehsil Agra

FOUNDATION

Providing Steel Liner 6 mm thick for pile including fabricating and setting out as per Detailed Drawing upto 6.00 m depth from cut of level. (As per Morth&H Sr. no 12.22)

Dismentalling of Flexible Pavement (As per Morth&H Sr. no 2.5)

Earth work in Excavation For Pile cap (As per Morth&H Sr. no 12.1)

Bored cast-in-situ Pile of 1200mm dia (As per Morth&H Sr. no 12.25)

Dismantling of Reinforced concrete of Pile Head (As per Morth&H Sr. no 12.38)

Back Filing Disposal

P.C.C. below Pile Cap (As per Morth&H Sr. no 12.8)

Pile Caps (As per Morth&H Sr. no 12.11 F (iv))

Steel in Foundation Supplying, fixing and placing HYSD bar (As per Morth&H Sr. no 12.40)

SUB STRUCTURE

Piers (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5)

Abutment Wall (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5)

Back Wall (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5H)

Pier Caps (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5H)

Abutment Top Beam (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5H)

Pedestal (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5H)

Seismic Stopper (RCC Grade M35 using batching plant transit mixer & concrete pump) (As per Morth&H Sr. no 13.5H)

Approach Slab Lean (Leveling course below approach slab) (As per Morth&H Sr. no 14.10)

Approach Slab (RCC approach slab including reinforcement and formwork) (As per Morth&H Sr. no 14.11)

Steel in Sub Structure - Supplying, fixing and placing HYSD bar (As per Morth&H Sr. no 13.6)

SUPER STRUCTURE

P.S.C. Beam (As per Morth&H Sr. no 14.1F)

Cross Beam (As per Morth&H Sr. no 14.1E (ii))

Deck Slab (As per Morth&H Sr. no 14.1E (ii))

Provision of and Reinforcement Cement Concrete Crash Barrier (As per Morth&H Sr. no 8.22)

Asphaltic Wearing Coat 40mm thick (As per Morth&H Sr. no 5.5)

Providing and applying Tack Coat (As per Morth&H Sr. no 5.2)

Steel in Super Structure - Supplying, fixing and placing HYSD bar (As per Morth&H Sr. no 14.2)

High tensile steel wire/strands including all accessories H.T. Strand Wire 12.9mm (As per Morth&H Sr. no 14.3)

POT/PTFE Bearing

Providing and laying of a strip seal expansion joint (Compression Seal Expansion Joint) (As per Morth&H Sr. no 14.21)

Drainage Spout (As per Morth&H Sr. no 14.9)

Painting on Concrete surface (As per Morth&H Sr. no 14.16)

Providing and fixing lighting on bridges (Lighting Pole with fitting complete) (As per Morth&H Sr. no 8.28)

Providing and fitting of pipe Railing Over Crash Barrier (As per Morth&H Sr. no 14.8)

R.E. Wall

Dismentalling of Flexible Pavement (As per Morth&H Sr. no 2.5)

Earth work in excavation (As per Morth&H Sr. no. 12.1)

Disposal of excavated soil

PCC leveling pad (As per Morth&H Sr. no 14.10)

Area of R.E.wall Facia panal (As per Morth&H Sr. no 7.4)

Area of Geogrid (As per Morth&H Sr. no 7.4 (i))

Copping beam

Lean below frication slab (As per Morth&H Sr. no 14.10)

Frication slab (As per Morth&H Sr. no 12.11 F (iv))

Provision of and Reinforcement Cement Concrete Crash Barrier (As per Morth&H Sr. no 8.22)

Steel in R.E. Wall (Supplying, fixing and placing HYSD bar) (As per Morth&H Sr. no 12.40)

Filling of local sand / fly ash (Embankment Construction with local sand/Flyash) (As per Morth&H Sr. no 3.34) Adding quantity of filter Media (1160.06 cum + 198.82 cum) = 1358.88 cum

Construction of granular sub-base by providing close graded material (G.S.B.) (As per Morth&H Sr. no 4.1)

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M.) (As per Morth&H Sr. no 4.14)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crused aggregates. (D.B.M.) (As per Morth&H Sr. no 5.4)

Prime coat

Tack coat

Railing Over Crash Barrier (As per Morth&H Sr. no 14.8)

Painting on Concrete surface (As per Morth&H Sr. no 14.16)

R.E. Wall safety kerb (As per Morth&H Sr. no 12.11 F (iv))

Steel in Safety kerb (As per Morth&H Sr. no 12.40)

Service Road

Shifting of Surplus Earth from Site (Clearing and grubbing road land) (As per Morth&H Sr. no 2.3)

Earth work in embankment - Construction of embankment with approved material obtained from borrow pits will all lifts and leads. (As per Morth&H Sr. no 3.16)

Laying & Providing GSB-230 cm

Laying & Providing WMM-250 cm

BM 60 MM Thick

BC 30mm thick

Prime Coat above Cleaned Surface of WMM

Tack Coat of BM Surface

Side Drain (As per Morth&H Sr. no 3.30)

Cautionary Board, Road Safety Sign

Cat Eyes

Hazard Bollards

Linear Delineation System

Reflective Sign Board

Thermoplastic Road Marking

Cantilever Structure with Retro Reflective sign board

Culvert- Foundation

Earth Work (As per Morth&H Sr. no 12.1)

PCC M-15 (As per Morth&H Sr. no 12.8)

Footing concrete (As per Morth&H Sr. no 13.5)

Steel (As per Morth&H Sr. no 12.40)

Culvert- Sub Structure

Abutment Column & Top Beam (As per Morth&H Sr. no 13.5)

Back Wall & Wing Wall (As per Morth&H Sr. no 13.5)

Steel (As per Morth&H Sr. no 13.6)

Culvert- Super Structure

Solid Slab (As per Morth&H Sr. no 14.1E (ii))

Steel