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Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
16 Feb 2026, 3:30 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Engineer-in-Chief, (R&B) MDRs & NABARD, Vijayawada
Superintending Engineer, (R&B) Circle, KURNOOL
Improvements to the road from km 0/0 to 3/617 of Old NH-18(Allagadda town limits) in Nandyal District (3rd Call)
894049
25(6)/MDR/ENC(MDR)/2025-26, dated.28.01.2026
OPEN
Road Work
NANDYAL, ANDHRA PRADESH
18 documents required · 17 mandatory · 1 optional
₹7,100
₹2.0 L
2 Feb 2026
2 Feb 2026
2 Feb 2026
Providing and applying tack coat with bitumen 80/100 (Bulk) using bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.ge.
Providing and laying of 50 mm thick Bituminous Macadam with hot mix plant producing an average out put of 37.5 tonnes per hour using HBG crushed aggregates of grading- II as per Table 500-4 of MORT&H Specification 504 (4th Revision) premixed with bituminous binder of 80/100 grade at 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges of all T&P and all other contingent charges necessary including cost of seigniorage charges on all materials etc.,complete and as per MORT&H specification No.504 (5th revision)
Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG-30 grade Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision)
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