Construction work of two lane bridge at km 3.250 of Mawai Scape (near village-Palwali, Faridabad).

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.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 1000.0 dia pile

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

Dismantling of Reinforced Concrete Pile head inciuding all cost of labour and t&p.etc.

Cement Concrete (M35)for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Pile Load Test on single Vertical Pile in accordamce with IS: 2911 (Part IV) (a) Conduction initial load test by kentledge method preparation of pile head submission of test report as per IS-2911 part IV including all arrangement ,safe load 350.0 tonn , Total Load is 875.0 tonn

Pile load Test on single Vertical Pile in accordance with IS: 2911 (Part-IV) (b) Conduction routine vertical load test by kentledge method preparation of pile head submission of test report as per IS-2911 part IV including all arrangement ,safe load 350.0 tonn , Total Load is 525.0 tonn

Pile load Test on single Vertical Pile accordance with IS: 2911(part-IV) (c)Conducting Laterial load test as per IS -2911,part -IV- Load -50.0 tonn

Providing and Laying M-35 Grade Reinforced cement concrete in Sub-Structure as per Drawing and Technical Specification

Design, Manufacture, Providing and fixing in position true to line and level POT-PTFE bearing and Guides Bearing as per IRC: 83 (Part III) 2002complete as per drawing and Technical Specifications Section 2006.(a) Free Pot/PTFE fexed bearing with vertical Load Capacity 240 Tonnes.

Design, Manufacture, Providing and fixing in position true to line and level POT-PTFE bearing and Guides Bearing as per IRC: 83 (Part III) 2002complete as per drawing and Technical Specifications Section 2006.(b) Longitudinal Gouded Pot/PTFE fexed bearing with vertical Load Capacity 240 Tonnes and Horizontal Capacity of 80 Tonnes.

Design, Manufacture, Providing and fixing in position true to line and level POT-PTFE bearing and Guides Bearing as per IRC: 83 (Part III) 2002complete as per drawing and Technical Specifications Section 2006.(c) Transverse Guided Pot/PTFE fexed bearing with vertical Load Capacity 240 Tonnes and Horizontal Capacity of 80 Tonnes.

Design, Manufacture, Providing and fixing in position true to line and level POT-PTFE bearing and Guides Bearing as per IRC: 83 (Part III) 2002complete as per drawing and Technical Specifications Section 2006.(d) Fixed Guided Pot/PTFE fexed bearing with vertical Load Capacity 240 Tonnes and Horizontal Capacity of 80 Tonnes.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications.

Providing and laying pitching on Slopes laid over prepared Filter media including boulder apron laid dry in front of embankment complete as per drawing and technical specification.

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

Providing weep holes in masonry / Plain / Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.

Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.

Providing and laying of Filter media of thickness not less than 600 mm complete as per drawing, Technical Specification Section 2500 and as directed by Engineer behind abutment, wing wall and return wall.

Furnishing and Placing M-45 Grade Reinforced / Pre-stressed cement concrete in super structure complete as per drawing and Technical Specifications Sections 1700 &2300

Extra Cost for errection and transportation of precast prestressed girder in position

Furnishing and Placing M-40 Grade Reinforced cement concrete in super structure complete as per drawing and Technical Specifications Sections 1600 & 1700

Providing and Laying M-35 Grade Reinforced cement concrete in Super-Structure as per Drawing and Technical Specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Providing and Laying M 30 Grade Reinforced cement concrete in RCC Approach as per Drawing and Technical Specification

Supplying ,providing and placing in position and profiling high tensile steel strands of specified ultimate strength including cutting,threading,tieing and providing necessary anchorage,sheathing ,stressing,grouting etc. complete as per detailed drawing & specifications and including all materials, labour, equipment, staging etc., all complete for 12T13 cables in post-tensioned HT Strands in PSC girders

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 40 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Providing and fixing in position 100 dia.drainage spouts true to line and level complete as per drawing, technical specification.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects)

Providing and laying 25 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Super structure complete as per Drawing and Technical Specifications.

Providing and laying Reinforced Cement Concrete Crash Barrier on bridges, edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete including cost of HYSD (TMT Fe500) reinforcement and expansion joints complete as per drawing, IRC: 5, IRC: 6, IRC: 21 Technical Specification Sections 1000, 1500, 1600, 1700 and 2700 and as directed by Engineer.

Earth work in excavation in ordinary soil for making sub grade including all cost of labour t&p etc.

Earth work in filling by transported earth with avg.lead up to 3.00 k.m. including all cost of labour t&p etc complete.

Construction of granular sub -base by providing close 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

P/L consolidation stone size 63-45 mm in WBM as per morth specification including. all cost labour, Material & t&p etc.

P/L consolidation stone size 53-22.4mm in WBM as per morth specification including. all cost labour, Material & t&p etc.

Prime Coat by VG 10 Grade Providing and applying primer coat with bitumen emulsion on pripared surface of granular base including cleaning road surface and spray @ 9kg/10 m2 using mechanical mean i/c cost of all material, labour, and t & p with all charges. As per morth 502 page 123 unit m2 taking out put 3500m2

Tack coat 80/100 bitumen on prepared surface over the prime granular base including road surface and spray as per month 502 bitumen @3.0 kg per 10.0 m2 using mechanical mean i/c cost of all material, labour, and t & p with all charges

Tack coat 80/100 bitumen on prepared surface between the interface of two bitumens layer i/c cleaning road surface spray as per morth 502 bitumen @2.50 kg per 10.00m2. using mechanical mean i/c cost of all material, labour, and t & p with all charges

Prioviding and laying Dense graded Bitumenous Macadam as per Morth Specification Clause 507 (50 mm Compacted thickness with 4.25% bitumen)including. Cost of all material, labour and T&P with all charges.

Providing and laying Bituminous concrete as per Morth Specification clause 509(40 mm compected thickness with 5.0 % bitumen ) Including cost of Tack coat.

Providing and laying Brick on edge soiling including. all cost of labour, Material & t&p etc.

P/L C.C. 1:3:6 including. all cost labour, Material & t&p etc.

R.R. Stone masonary in 1:4 cement mortar including cost of all material, Labour and t&p etc.

Providing centering and shuttering for c.c. work including all cost of all material, labour and t&p.etc

Providing and laying Dry Stone Pitching including all cost of material, labour and t&p etc.

Providing and Laying G.I. WIRE CRATE (3.0x1.5x1.0) m Size.Including all cost of material, labour and t&p etc.

Dumping stone boulder in toe of canal for making base of G.I. Wire crate. Including all cost of material, labour and t&p etc.

Providing and laying Cement Concrete 1:2:4 . Including all cost of material, labour and t&p etc.

Providing & pilling eucalyptus ballies 125 mm dia 6.0 m long /no. including all cost of materials,labour and t&p etc.

Providing and fixing and placing in position EC Bags including all cost of labour ,material and T&P etc.

Grouting on stone pitching in 1:3:6 cm including cost of all material , labour and t&p.

Providing and laying coarse sand in filter including cost of all material labour and t&p etc.

Providing and laying stone gritt 5-10 mm size in filter including cost of all material labour and t&p etc.

Providing and laying stone gritt 10-20 mm size in filter including cost of all material labour and t&p etc.

E/w in digging /theck clearence from internal section of canal deposited due to construction of bridge with proper disposal and all lead and lift.etc.

Providing ,laying hot applied thermo plastic compound 2.5mmthick refletrorising glass beads @250gm/sqm area,thickness of 2.5mm is exclusive of surface applied glass beads as per i.r.c.35.the finish surface to be level uniform and free from straks and holes.composition of thermoplastic material shall be as per table 800-3of clause 803 of morth including cost of all material ,labour ,t&p etc.require for proper completion of work as directed by engineer in charge

Dismaltimg Reinforcement cement concrete1:2:4 including stacking of dismantled material with in 60.0m distance.

SHIVAM ENTERPRISES

MA AND SONS

M/S AJAY KUMAR CONTRACTOR

S F INFRA PROJECTS

M/S Krishna Associate