Widening and strengthening work of the chainage from Sardhana to Rasna via Ikri Pathauli (ODR) from 8.620 to 10.820 km in Meerut district

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of Embankment / Patri with Material obtained from Borrowpits. Cartage 3.00 km Construction of embankment / patri 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 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.

Scraping old painted surface including disposal of all scraped material distance of 30 meters (100 m) as per direction by the Engineer-in-charge.( As per SOR Sl. 772)

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.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder( VG-30) @ 5.4 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. 507 complete in all respects.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement (Cement - OPC-43 grade) @ 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.

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Grade M30 (Cement - OPC-43 grade) using batching plant transit mixer & manual placing.as perMorth Specification 12.11F Case II

M.S. in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.inculding all taxes. SI No. 504 (Fe-550d)

Dismantling reinforced cement concrete including stacking of materials as dericeted by engineer incharge within a distance of 60 meters.al as per s.i.no.694.

Dismantling of brick works including stacking of materials as dericeted by engineer incharge within a distance of 60 meters.al as per s.i.no.692.

Removal of unserviceable soil including excavation,loading and disposal up to 1000 meters lead but excluding replacement by sutiable soil which ahall be paid separately as per clause 305

Plain Cement Concrete in Open Foundation using batching plant, transit mixer & manual placing complete as per Drawing and Technical Specifications.(M-15)(Cement - OPC-43 grade)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Plain/Reinforced Cement Concrete in foundation & super structure using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-20)(Cement - OPC-43 grade)

Reinforced Cement Concrete in open foundation using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25)(Cement - OPC-43 grade)

Reinforced Cement Concretefor wall & slab etc. using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25)(Cement - OPC-43 grade)

Plain/Reinforced Cement Concrete for wall & slab etc.complete as per Drawing and Technical Specifications.(M30)(Cement - OPC-43 grade)

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 sqm.

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Supply & Fixing of 100 mm dia Drainage Spouts of MS with gratings as per drawing including cost of all materials, labour, T & P etc. required for proper completion of the work as per drawing and Technical specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4.of IRC:78 & 2200.

Cement Bag filled with Sand @ 0.035 cum as per SOR, Chapter-04, SI.No. 3

Concrete with 4 cm. gauge Stone ballast, fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundation including supply of all material labour ,tools, and plants etc. required for proper completion of work. (SI No. 273)

Supply & Laying of Hume pipe (1000 mm dia) Supply & Laying of Hume pipe (1000 mm dia) in position including labour and T&P etc. required for proper completion of the work.As per SOR 10.27, New item (ii)

M-150 brick on edge pavement on patries laid dry joints filling with local sand including prepration of base to proper slope and its ramming spreading layer of 1cm.of local sand over the sub grade including supply of all materials labour T&P etc.proper complitation of the work.S.I.763

Supply of 450mm dia hume pipe including labour and T & P etc. required for completion of the work.

Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27)

M-150 brick work in 1:4 cement and coarse sand mortor in foundation and plinth. (SI No. 305a) Wall - 2x2.40x(0.80+0..60+.460.345)/4x2.1.0=5.57 Deduction Pipe 2x(3.14X0.65x0.650)/4*0.60= -0.400 Total 5.17

Struck cement Pointing with 1:2 cement and fine sand of 1.25 mm mortar including supply of all material T & P etc complete. (SI No. 574)

Teracotta paint as snowcem and white washing etc .Lump/Sum

Letter painting on end plates .Lump/Sum

Kilometer, Hectometer,Sign Board @ ₹20000/km = 2.2*20000=44000

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