KHADINI RAJPUR HASERAN MARG KA WIDENING AND STRENGTHENING KA KARYA

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness,complete all as per MORTH No. 2.03

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 , complete all as per MORTH No. 3.06

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, complete all as per MORTH No. 3.16 (mechanical compaction only)

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,complete all as per MORTH No. 3.16

Construction of granular sub-base(GSB- Grade1) 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 MORTH clause 4.01

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,complete all as per MORTH No. 4.14

Providing and applying primer coat with bitumen emulsion(HINCOL) slow setting (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications

Providing and laying dense graded bituminous macadam ( grade -I)with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 Bitumin pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH specification clause No. 5.02 complete in all respects.

Providing and laying bituminous concrete(Grade-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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,complete all as per MORTH No. 5.05

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35)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 ,complete all as per MORTH No. 6.02

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement,complete all as per MORTH No. 3.18

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement,complete all as per MORTH No. 3.18 ( Carted Earth)

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, backfilling the excavation earth to the extent required ,complete all as per MORTH No. 3.13(i)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days,complete all as per MORTH No. 12.04

RCC Grade M20 using batching plant transit mixer & Manual placing,complete all as per MORTH No. 12.08

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications,complete all as per MORTH No. 14.2

Providing and laying Ordinary kilometer stone

Providing and laying Hectometer stone

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes

Retro Reflecting Traffis Sign Board As per IRC:67-2012 : Providing anderecting fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 2012 made of high intensity grade sheeting type IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance with 3 year waranty. (As per MORTH-801 8.4) -155x60 cm Double Chevron

Same as Item No. 21 but of 90 cm high octagon stop board

Same as Item No. 21 but of Hazard marker

Same as Item No. 21 but of Speed limit board

Same as Item No. 21 but informatory board

Maintence of 1st year after completion of work (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintence of 2nd year after completion of work (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintence of 3rd year after completion of work (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintence of 4th year after completion of work (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintence of 5th year after completion of work (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

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