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Tender Value
₹14.1 L
EMD Value
₹14,122
Closing Date
15 Sept 2026, 10:30 am5d left
Executive Engineer, PRI Division, kakinada
Kakinada
Construction of CC Road From Kesavaswamy Temple to Pushkar Ghat at Kesavapuram Colony of Tallarevu(V)(M) Est Rs 18.00 Lakhs
983317
33/PRR(Plain)(SDS) Grant/2026 Dt20.08.2026of the Executive Engineer, PRI Division, Kakinada
OPEN - NCB
Road Work
KAKINADA, ANDHRA PRADESH
10 documents required · 9 mandatory · 1 optional
₹500
₹14,122
29 Aug 2026
29 Aug 2026
29 Aug 2026
Name of the Work: Construction of CC Road From Kesavaswamy Temple to Pushkar Ghat at Kesavapuram Colony of Tallarevu(V) Est Rs 18.00 Lakhs Construction of sub base / base / surface course with local materials ( with Quarry Rubbish ) ( Table 400.3) by mix in place method normal construction of granular sub base by providing local material spreading on uniform layers with motor grador on prepared surface, mixing by mix in place method with rotavator at once and copmpacting with Smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.
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 rotaGSTor at OMC, and compacting with 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.
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 M20 (Grade), course and fine agregates conforming to IS:383 maximum size of course agregate not exceeding 25mm, 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 vibrator and finished in continous operation including provision of construction joints, 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 specification clause 1501MoRD ( Excluding Dowel Bars )
Filling Quarry Rubbish for side berms/sub base as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including contractors profit & Over head charges but excluding GST and Seignorage charges
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