New Construction of Missing link between Lodhwari Minor to Nariteer Link Road

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 Including all material, labour & T&P with all taxes etc. complete but excluding GST

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Including all material, labour & T&P with all taxes etc. complete but excluding GST

Construction of granular sub-base by providing well graded material from approved quarry, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Including all material, labour & T&P with all taxes etc. complete but excluding GST

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Including all material, labour & T&P with all taxes etc. complete but excluding GST.

Providing ,Laying ,spreading Material on prepared sub grade ,adding cement @ 4% by weight to the spread material manually ,mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of base.Including all material, labour & T&P with all taxes etc. complete but excluding GST

Construction of shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 Including all material, labour & T&P with all taxes etc. complete but excluding GST

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Including all material, labour & T&P with all taxes etc. complete but excluding GST.

Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . Including all material, labour & T&P with all taxes etc. complete but excluding GST

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates from Kabrai quarry with using VG_10 @ 1.46 Kg per Sqm bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Including all material, labour & T&P with all taxes etc. complete but excluding GST

Providing and laying seal coat composed of 6.7 mm aggregates from Kabrai quarry with using VG_10 @ 0.65 Kg per Sqm bitumen to required sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type 'C'. Including all material, labour & T&P with all taxes etc. complete but excluding GST