strengthening work of the remaining part of Maudha Kapsa Road in the financial year 2020-21

Amount

Excavation of road embankment for making base by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Construction of Embankment with Material obtained from Borrowpits 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.

Construction of Embankment with Material obtained from Borrowpits 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.(Carted Earth)

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub-base (GSB) by providing well graded material spreading in uniform layers with mortor grader on prepared surface. Mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the density, complete as per Technical Specification Clause 401. as per direction of Engineer-in-charge. (for widening)

Wet Mix Macadam 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

WMM + 1% OPC Cement+3.5% Emulsion Providing, laying, and spreading of Graded stone aggregate (WMM) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade

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 and applying tack coat II with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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

Earth Work in Filling in pateri in ordinary soil both side road side ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Construction of Embankment with Material obtained from Borrowpits 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.(Carted Earth)

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying Pitching on slopes With stone bolder not les then 40 kg laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Widening/ Construction of RCC,HP culverts Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres.

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in Superstruter including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Struck cement pointing with 1:2 cement and fine sand of 1.25 fineness modulus mortar with colouring materials to match the brick work colour including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No584)

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Supplying, laying and consolidation of coarse sand of good quality in foundation in compacted thickness of 15 Cm by hand rammer including cost of all materials, labour, T&P etc. required for porper completion of work as per direction of Engineer-in-charge

PCC work in foundation below parapates with 40 mm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including compaction by hand rammer & also including collection & cost of all materials, labour, T&P etc. required for proper completion of the work as per SI No. 280 & specification No. 5.1 of UP PWD.

Supply and laying of 900 mm dia NP-3 hume pipe including cost of pipe loading unloading cartage upto site & all labour T&P ect for proper completion of work

Class-150 Brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and tools and plants etc. required for completion of the work. S.I. No. 305

Supply and laying of 600 mm dia NP-3 hume pipe including cost of pipe loading unloading cartage upto site & all labour T&P ect for proper completion of work

NP BUILDWELL PRIVATE LIMITED

SKS INFRA PROJECTS PVT LTD