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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹99.7 Laccepted-aoc | ₹99.7 L | accepted-aoc |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
24 Aug 2026, 3:30 pmClosed
SE PRED PR KADAPA
Kadapa
Construction of an approach road to Vipassana international Meditation Center, YSR Colony, Pulivendula Town, Pulivendula Mandal in YSR Kadapa District, Est. Cost of Rs.130.00 Lakhs.
975588
NIT No.06/ATO/DMF Grant/Road Work/2026-27, Dt.19.06.2026 and Amendment-1, Dt.23.07.2026 of the SE, PR, Kadapa (1st Call)
OPEN - NCB
Road Work
YSR
15 documents required · 11 mandatory · 4 optional
₹3,548
₹1.0 L
8 Sept 2026
10 Aug 2026
10 Aug 2026
ROAD PORTION Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.
Construction of granular sub-base by providing well graded material(Table 400.1) 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.
Construction of un-reinforced 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 M30(Grade), course and fine agregates conforming to IS:383 with 60% of 20mm and 40% of 12mm size of course agregate not exceeding 20mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher 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 and construction joint, 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 specifications clause 1501 inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.
Construction of Shoulders by providing selected earth having 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 achieve the desired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
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