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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹76.9 Laccepted-aoc | accepted-aoc |
Tender Value
₹79.1 L
EMD Value
₹79,117
Closing Date
19 Sept 2026, 3:30 pmClosed
MUNICIPAL CORPORATION OF KADAPA
Beside Traffic Police Station Railway Station Road Kadapa
Laying of CC Roads from a. D.No.38/3312 to 38/3276 b. D.No.38/3135 to 38/3194 c. D.No.38/2989 to 38/2948 in RK Nagar, d. D.No.38/3362 to 38/3396-1, in RK Nagar e. D.No.38/26-1-10 to Ward Secretariate, in SC Colony of Buddayaplli f. Digital D.No.E-11-266 to D.No.38/166-4-7, in SR Nagar Division No.4
987243
8382/15thFCG/26-27/ATO/MCK
OPEN - NCB
Road Work
YSR
15 documents required · 15 mandatory
₹2,801
₹79,117
13 Oct 2026
11 Sept 2026
11 Sept 2026
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD
Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and 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 1501 MORD.
Carting Of Excavated Earth with a lead of 3 KM including cost and conveyance of all materials and labour charges etc., complete.(inclusive Contractor profit and over head charges)
Engaging Air Compressor of 7 Cmm Diesel for breaking the cement concrete including all labour and material charges etc., completed per Hour basis
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