widening and strengthening of Maudha Baswari Road in km 04 to 18

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 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.

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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. Two Layer

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

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 and lead upto 30m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the spaces 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 trenchess. ( S.I.No. 251)

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.

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.

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.No.584)

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.

Cement concrete with 2cm (3/4'') 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.

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

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

M/S S.R.S. INFRATECH

SKS INFRA PROJECTS PVT LTD