Construction of Road in balance length of 1.80 km (Ch. 51.910 to Ch. 53.710) on left bank of Gang Nahar and installation metal beam crash barrier.

Amount

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 also including labourcess but excluding GST.

Excavation in trenches 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 and removal and disposal of surplus earth as directed by the Engineer in Charge up to distance 30m also including labourcess but excluding GST SI No. 251(a).

Construction of subgrade & shoulders with approved material obtained from borrow pits with 97% proctor density including all lifts and leads upto 3.00km from the site, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 also including labourcess but excluding GST.

For mechanically compacted (of Earth) to achieve 97% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc also including labourcess but excluding GST.

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 By Mix in Place Method also including labourcess but excluding GST.

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 also including labourcess but excluding GST (Ref. to Mort&H Specification No.401).

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means also including labourcess but excluding GST (Ref. to Mort&H Specification No. 502).

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 40 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517. for dense graded bituminous macadam (Gr-II) , premixed with bituminous binder (VG-30) @ 4 % by weight of total mix & filler etc complete also including labourcess but excluding GST.

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 surface cleaned with mechanical broom also including labourcess but excluding GST (Ref. to Mort&H Specification No.503).

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 from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&H Specification No. 509) Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12 also including labourcess but excluding GST.

Providing and laying Road Marking as per IRC:35-1997 using Thermoplastic (Hot Application) colour white/yellow by indigenous manually propelled road marking machine with single coat of 2.5mm thick as directed by Engineer-In-Charge including cost of conveyance all in gradients such as Binders,Glass beads, Titanium-di-oxides, Calcuim - carbonate pigments as per MORT&H specification of clause-803.4.1.2 for the prepration of Thermoplastic requirement for Glass beads shall be table No.803.4.1.3 of MORT&H specification including cost of all materils, labour,T&P and hire charges etc.required for proper completion of work at site.New item No.6 of Chapt-27 also including labourcess but excluding GST.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. High Embankment & Crossings.The crash barrier must have been successfully crash tested and result evaluated in accordance with EN 1317 part-2 and / or MASH. to fullfill the requirements mentioned in MORTH Circular no. RW/NH-29023/02/2019-S&R(P&B), dated - 01st January,2020 also including labourcess but excluding GST. (In Muzaffarnagar district-52790.00 RM) (In Meerut district-36480.00 RM) (In Gaziabad district-13550.00 RM)

RCC Developers ltd.

R.G BUILDWELL ENGINEERS LTD.

Dev Yash Projects and Infrastructure Pvt. Ltd.

M/S ANMOL ASSOCIATES

M/S SOBTI INFRATECH LIMITED