Godavari Pushkarams2027

Name of the Work :- Upgradation of the road from Tossipudi Bridge to Konkuduru Bridge via ZP high school and trimukha Lingeswara Swamy temple in Konkuduru Village of Biccavolu Mandal in East Godavari District Est Cost Rs.200.00 Lakhs Road Portion Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc., complete.

Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD etc., complete.

Cost and supply of intergraded multi functioning woven geo textile with high modules GEO synthetics Geo Textile with technical specification of tensile modules @ % strain (MD) 700 KN/mt, tensile modules at 2% stain (CD) 800 KM/mt elongation @ break (MD) 12% as per ISO 10319 elongation @ break (CD) 10% as per ISO 10319, CBR puncture strength 6KN as per ISO 12236, seam strength (MD) 30 KN/mt as per ISO 10321 seam strength (CD) 22.50KN/mt as per ISO 10321 core size Q 90 0.30min as per ISO 12956, water premeability Q50 2000 lt/Sqm per min as per ISO 11058, UV resistance (@ 500 hrs) 90% retained strength as per ASTM D 4355. Fixing the same with suitable plastic nails 1.00/0.50mts in Zig Zag manner of cotton ribbon @ 3 Mts c/c to the entire width of HMG material to fix firmly to the already laid stone dust / scarified GSB materials including nailing to fix high modular Geo synthetic including cost and conveyance of all materials to the site of work and excluding GST at 18% and labour charges etc complete and the testing of high modular Geo synthetic, shall be tested under the discretion of the engineer at on accredited independent Geo synthetic testing laboratory and the technical values tested must be with in the variance in case mechanical propertied tolerance range 10% average value confidence of level 95% and hydraulic properties variation range 30% of average value confidence level 95%

Construction of Granular sub-base by providing well graded material (Table 400.1-A) with Grading III Material (HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor 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 Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Providing and laying Bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) etc., complete (RBR-BASC 3)

Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Construction of un-reinforced, 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 1501.22 M20(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 (without dowel bars)

Sub Work : Road Furniture Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (precast) for Ordinary Kilometre stone

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (precast) for 200m Stone

Supply and fixing of MS name board including painting and required lettering as per standard specifications including contractors profit & Over head charges, but excluding GST and seigniorage etc.