Construction of a minor bridge at kilometer 4 on the Saharanpur-Nakur-Gangoh

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). (S.I. No. 692)

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). (S.I. No. 694)

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. Mechanical Means (Up to 3.0 M.)

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. Mechanical Means (Up 3.0 M to 6.0 M.)

Levelling course for Pile cap Providing and laying of PCC M15 levelling course 150 mm thick below the pile cap

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. (Pile diameter-1200 mm)

Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specification RCC Grade M35 using Batching Plant, Transit Mixer and concrete Pump.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump (Abutment Cap)

Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump for T - Beam Slab Super Structure

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical specification

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification

Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 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

Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761 C)

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Supplying,Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (Including the Cost of Bearing Assembly)

Earth work in cutting or in enbankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including remming and dressing the surface to required levels and slopes and including 1:50 M lift and 30 m lead also including machanically compaction to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including roller and its fuel charges for output of 325 cum per day The earth from cutting tu be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the engineer-in-charge (including Rayality) (S.I. No. 260(a)

Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) (S.I. No. 251)

Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand : 8 graded stone ballast 40mm nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of E/

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification.

Providing and laying Dense graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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 clause No. 507 complete in all respects.

Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H 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 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. 509 complete in all respects

R.R. Stone massonary work in cement & coarse sand mortar 1:3 in Sub structure complete as per drawing and as per MoRT&H Specification.

Providing & laying filter media underneath pitching in slopes complete as per drawing and as per MoRT&H Specification.

Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per MoRT&H Specification.

Pile Integrity Test as per IS code 14893 – 2021 Minimum (DSR No. 20.9)

Conducting Vertical Compression by Kent ledge method as per IS: 2911 Part IV with calibrated measuring devices like load / pressure gauge, hydraulic jack and pump with hose pipe, LVDT/Dial gauges for measuring settlement, datum bars, magnetic stands, necessary packing, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the test. (DSR No. 7246) (Initial Vertical Test (200 x 2.5 = 500 MT) (DSR No. 20.6.1.1)

Conducting Vertical Compression by Kent ledge method as per IS: 2911 Part IV with calibrated measuring devices like load / pressure gauge, hydraulic jack and pump with hose pipe, LVDT/Dial gauges for measuring settlement, datum bars, magnetic stands, necessary packing, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the test. (DSR No. 7246) (Routine Vertical Test (200 x 1.5 = 300 MT) (DSR No. 20.6.1.2)

Conducting Lateral Pile Load Test on cast in situ bored piles at pile cut-off levels as per IS2911 (Part IV), including loading frame, preparing the scheme for pile testing and hydraulic jack with pump and dial gauge, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the t( Initial Horizontal Test )

Mobilization / Transportation Charge for Pile Load

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