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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.5 Craccepted-aoc | ₹1.5 Cr | accepted-aoc |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
16 Mar 2026, 5:00 pmClosed
Superintending Engineer, PR Circle, Krishna
Superintending Engineer, PR Circle, ZP Compound, Machilipatnam, Krishna
Construction of CC road and drains in Chillakallu Village, Jaggaiahpeta (M) Est.Rs.200.00 lakhs
907019
NIT No 121/TO/2025-26, dt.21.02.2026 of Superintending Engineer, PR Circle, Krishna 3rd call
OPEN - NCB
Road Work
NTR, ANDHRA PRADESH
15 documents required · 14 mandatory · 1 optional
₹5,105
₹1.4 L
31 Mar 2026
28 Feb 2026
28 Feb 2026
Work 1 Construction of CC road and drains in Chillakallu Village, Jaggaiahpeta (M) Est.Rs.200.00 lakhs Scarifying existing granular surface to a depth of 50mm as per technical specification clause 301.4. MORD Including Overhead charges & Contractor's Profit @ 13.615% but excluding GST
Work 1 Construction of improved subgrade/shoulders by proviidng selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery etc, complete for finished item of work. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST
Work 1 Construction of granular sub-base by providing well graded material 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 MORDIncluding Overheads & Contractors Profit but excluding GST & Seigniorage charges
Work 1 Construction of un-reinforced, without dowel joint description, 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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction joints, applying primer, sealant, dowel bars, 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 including Overheads & Contractors Profit but excluding Seigniorage charges
Work 1 Construction of sub grade and earthen shoulders by selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted OMC with vibratory roller of 80 to 100 kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MORD/305 MORTH by using machinery. including overhead charges & Contractors profit but excluding GST and Seignorage Charges
Work 1 Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per technical specification 305 MORD / 304 MORTH including overhead charges & contractors profit but excluding Seigniorage charges.
Work 1 Filling with sand in trenches, sides of foundation and basement with intial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidential, labour charges, hire charges of T&P etc,. complete for finished item of work (APSS NO.309 and 310) Including Overheads charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST
Work 1 Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH including overhead charges & contractors profit but excluding Seigniorage charges
Work 1 Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & contractors profit but excluding Seigniorage charges
Work 1 Providing and laying reinforced cement concrete in Substructure as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH RCC grade M25 (MORD) for Design Mix (Using concrete Mixer) for Deck slab including overhead charges & contractors profit but excluding Seigniorage charges
Work 1 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & contractors profit etc. complete for finished item of work.
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