Godavari pushakarams2027

Name of the Work - Providing CC road from kesanakurru Market center to Nagamalli chettu Phuskar Ghat in I.Polavaram (m) of Dr BR Ambedkar Konaseema Dist , Est cost - 75.00 lakhs Earthwork excavation for road way in soil by mechanical means including cutting and pushping the earth to side of a embankment up to a lead of 100 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc.., complete dfor finished item of work for trench cutting as per specification no.301 including contractors profit & Over head charges, but excluding GST etc., complete-

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete-

Filling crushed stone dust for filling trenches/levelling as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH including contractors profit & Over head charges, but excluding GST AND Seigniorage etc., complete-

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for Foundations (APSS No. 402)

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for kerb wall

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.

Construction of Shoulders by providing Selected earth having minimum CBR of 10% , MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD, 305 MoRT&H by using machinery including all over heads and Contractors profit, But excluding GST & Seignarage charges, etc, complete.

Construction of un-reinforced, plain cement concrete pavement, using M30 nominal mix , thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M30(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 including seignorage charges.(with dowel bars) including Cement,Sand,Metal As per circular Memo 1073 dated: 25-1-2016 of PS to Govt.including contractors profit & Over head charges, GST and Seigniorage etc.,

Provision for name board including lettering & Paintings etc.., .including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-