Diversion of State highway 314 T Junction point to Vidarbha river bridge over the existing embank-ment to provide approach to Da-hegaon Village under Ghonsa Sub Area of Wani North Area.

Amount

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters. 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 with all lifts and lead upto 1000 m as per relevent clauses of section-300 of specification.

Construction of granular sub-base by providing well graded Sub base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniform layers in morter grader on prepared surface, mixing by Item no mix in place method with rotavator or plant mix method at OCM,& compacting with 02: (A) vibratory rollers of 80 to 100 kn static weight to achieve the desired density complete as per clause 401 of specification :By Plant Mix method For Grading-III Material

Providing,laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking p , rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber applying and bromming requisite type of screnning /binding materials to fill up the Item No interstatics of coarse aggregate, watering and compacting to the required density as 03: (A) per clause 404 of specification By Mechnaical Means Grading-I (63 to 45 mm) Using Screnning type-A (13.2 mm Agg)

3:(B) By Mechanical Means Grading-11 (53 to 22.4 mm) Using Screnning type-B (11.2 mm Agg)

providing and applying primer coat with bitumen emlusion on prepared surface of the granular base including cleaning of road surface and spraying primer a the rate of 0.75 kg per sqm mechanical means as per clause 502 of specifications.

Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (ii) for GradingII(19 mm nominal size) bitumen content 3.5%.

providing and applying tack coat with low visocity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with Item No mechanical broom and as per relevant clauses of section-503 of specification @0.25 kg/sqm (Normal bituminious surfaces)

Close graded premix Surfacing/Mixed Seal Surfacing:(Mexhanical Means using HMP of approprate capacity not less than 75 tonnes/hour) : Providing and rolling of close-graded premix surfacing materila of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade butumen to the required line. grade and level to serve as wearing course on a prviously prepared base, incluing mixing in a suitable plant, laying and rolling woth a Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per 508 of specifications. : a) with 60/70 bittumen (VG-30) with Type A (Bitumen @22 Kg per 10 Sqm).

Road side Drains Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clauses 301 and 309. Excavated material to be used in embankment within a lead of 50 Meters as per relevent clauses of section-300 Mechanical Means.

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and erecting Overhead signs made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class__ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.This item does not include the cost of structural steel work required for support system.:2mm aluminum sheet of Class B

Total impact of GST for the purpose of CTC

Agrico Steel Engineering Works (BID ID -1150498)

M/S R. V. SUNKURWAR (BID ID -1147702)