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Tender Value
₹38.2 L
EMD Value
₹38,211
Closing Date
10 Sept 2026, 3:30 pmDue tomorrow
SE PRED PR KAKINADA
Kakinada
Providng approach CC Road from main road to Pushkar Ghat at Peravaram(V) of Atreyapuram in Dr B R Ambedkar Konaseema District Est cost Rs.50.00 Lakhs
980768
NIT No 52/Pushkaralu/2026-27 Dt:18-08-2026 of the superintending Engineer,PR circle,kakinada
OPEN - NCB
Road Work
KONASEEMA, ANDHRA PRADESH
11 documents required · 9 mandatory · 2 optional
₹1,353
₹38,211
27 Aug 2026
27 Aug 2026
27 Aug 2026
Name of the Work -Providng approach CC Road from main road to Pushkar Ghat at Peravaram(V) of Atreyapuram in Dr B R Ambedkar Konaseema District Est cost Rs.50.00 Lakhs Construction of Improved Subgrade /Shoulders by providing Selected earth having 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 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 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.
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
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-
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