Godavari Pushkarams 2027

Name of the Work :-Construction of CC Road From Yanam-Draksharamam R&B Road Venkateswara Swamy Temple to Pillanka Pushkar Ghat (Yetigattu) in Pillanka(V) of Tallarevu Mandal in Kakinada District Est Cost Rs.150.00 Lakhs Road Portion Construction of improved subgrade 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 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage 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% strain (CD) 800 KN/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 permeability 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 properties tolerance range 10% average value confidence of level 95% and hydraulic properties variation range 30% of average value confidence level 95% including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1), 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 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of Engineer in charge including contractors profit & Over head charges but excluding GST& Seignorage Charges.

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

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, 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 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc.complete for finished item of work for 170mm thcik 3.25m spacing

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, 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.