1) Resurfacing, Strengthening and Widening of Road from Ringanwada Junction to Kachigam, Bhimpore Char Rasta to Shital Chowkdi and Dholar to Jampore Beach and Varliwad 2) Resurfacing Strengtheinh Widening of Road from Somnath junction to Kachigam

Items :

Excavation of Foundation 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 etc. and as per relevant clauses of section 300 & 2100 in

Plain cement concrete Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . R.C.C. M-15 grade

Reinforced cement concrete in sub-structure Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in M30

TMT bar reinforcement in sub-structure Supplying, fitting and placing FE 500D TMT bar reinforcement in structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

Providing fusion bonded Epoxy coating not Jess than 175 micron thickness and up to 300 ·micron to reinforcement bars as per IS-13620-1993/A5TM-775 M including testing of coating at plant and all taxes

Filter Media Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications.

Sand Filling Providing and filling sand behind abutments and between returns in layers as directed

Weep Holes Providing & laying weep hole in Abutments, and returns by using PVC pipe of 100 mm including laying in proper gradeand jointing the completed as per detailed specification.

Stone Pitching 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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.

Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer.

Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer .

Crash Barrier (M-40 Grade) Reinforced cement concrete Crash Barrier (M-40 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703

Providing Drainage Spouts complete as per drawing and Technical specification.

Providing , Unloading and Laying factory made/ precast U shape surface storm water drain capable to sustain wehicular load having size of into in dimension from 1200 mm x 1200 mm and 150 mm or as per design requirement thick having load bearing capacity- 10T axle load- 5T wheel load confirming to JIS and meeting IS/IRC requirements having high performance self-compacting concrete of M 40 cylinder strength/M-50 cube strength and Fe500 D having anti corossive coating shall be used for reinforcement. The product shall have tie shape groove 10-20 mm width, 25 mm depth as per JIS on both sides of each for jointing two precast units using cement mortar or suitable non shrink grout. The Product should have Flange Coupling jointing arrangements, one each at bottom and both the side walls, at appropriate location for connection between two products. The precast SWD must consist special in built inlets at appropriate location for safer and faster installation. The hole for lifting arrangement must be filled with cement mortar after installation. including supply ,transportation on specific location at site in line ,level , gradient and plumb with necessary testing commissioning etc complete as per instruction of engineer in charge. In no case the casting shall be allowed to be prepared at site. It should be casted in the stringent atmospheric & pre-defined condition, as per approved QAP as by Engineer incharge. Precast Drain with Lid 1.2 x 1.2

Providing, laying and jointing NP-3 (as per IS:458-2003) Pipes for Utility Crossing, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. a) R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 450mm dia.

b) Plain Cement Concrete for Pipe (M-15)

c) Excavation for Pipe (1)All Sorts of Soil and Soft Murrum

(2)Dismentaling the existing Structure

Providing and laying cast in sute concrete chamber of size 2100 mm X 2100 mm x 1350 mm having M-30 grade with Fe 500D anti corossive coated reinforcement having 300 mm thickness to sustain vehicular load of load bearing capacity- 10T axle load- 5T wheel load confirming to JIS and meeting IS/IRC requirements. a) Excavation for Chamber

b) Plain Cement Concrete for Chmber (M-15)

c) Bottam Raft (M-40)

d) Wall (M-40)

e) Cover (M-40)

f) Reinforcement (Fe 500D)

G) Providing fusion bonded Epoxy coating not Jess than 175 micron thickness and up to 300 ·micron to reinforcement bars as per IS-13620-1993/A5TM-775 M including testing of coating at plant and all taxes

Kerb Stone : Providing and fixing concrete kerb stone of gray cement base concrete block KHB gray SLVWP 600mm x 450mm x 150mm of M40 grade concrete with minimum average 4MPA bending strength at 28 days including excavation for fixing in proper line and level, filing the joint with cm 1:3 (1 cement : 3 fine sand) etc. complete.

Providing and fixing cast iron staps of size Each 500mm x 150mm x 22.5mm and painting with two costs of Anti-corrorive paint etc. complete at 10mt. c/c.

Hanu Infrastructure Pvt Ltd