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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.6 Laccepted-aoc | ₹7.6 L | accepted-aoc |
Tender Value
₹12.0 L
EMD Value
₹11,998
Closing Date
23 Jul 2026, 10:30 amClosed
SAMALKOT MUNICIPALITY
Samalkot Municipality
Providing metalled sub base course over existing gravel embankment top of Thimmaraju cheruvu connecting from Pratibha school to ADB Road in 24th ward in Samalkot Municipality under APUFIDC Soft Loan
959442
22/2026-E1
OPEN - NCB
Civil Engineering Works
KAKINADA, ANDHRA PRADESH
8 documents required · 6 mandatory · 2 optional
₹425
₹11,998
2 Sept 2026
9 Jul 2026
9 Jul 2026
Earthwork in excavation for Roads as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH etc., complete as per SS and as directed by the Departmental officer in charge of the work upto 3.00m depth in ordinary soils Mechanical Means 70%
Earthwork in excavation forRoads as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH etc., complete as per SS and as directed by the Departmental officer in charge of the work upto 3.00m depth in ordinary soils Manual Means 30%
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD with gravel as per SS and as directed by the departmental officer in charge of the work, but excluding seigniroage charges..
Carting away of excavated earth/ debris to a lead of 1 Km. The rate including conveyance charges, labour charges for loading, unloading, etc., complete as directed by the departmental officer in charge of the work
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