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Tender Value
₹11.7 L
EMD Value
₹12,000
Closing Date
16 Oct 2026, 5:00 pm
Executive Engineer, PRI Division, Vijayawada
Vijayawada
Providing Extra Vents to the Existing Causeway on Pulivagu & Construction of Retaining wall in Cheruvu Madhavaram (V) of G.Konduru (M), Est.Rs.15.00 lakhs
999200
NIT No.69/AEE1/2026-27, dt.11.09.2026 of the Executive Engineer, PRI Division, Vijayawada (1st call)
OPEN - NCB
Road Work
NTR, ANDHRA PRADESH
7 documents required · 7 mandatory
₹414
₹12,000
1 Oct 2026
1 Oct 2026
1 Oct 2026
Earth work excavation for structure as per drawing and technical specificaitons Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and othr deleterius material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials as per Technical specification 305 MORD/304 MORTH.Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.
Sand for convence Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.
PCC-M10:Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for foundation. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.
Providing Concrete for PCC M15 grade design mix in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH of side walls
Reinforced Cement Concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and techinical sepcification clauses 802,804,806,807,1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.
Supply, fitting, and placing HYSD bar reinforcment FE 500 in Superstructure complete as per drawign and technical specificaitons clauses 1001 and 1401 MORD/ 1600 MORTH for Bars below 36mm dia including over laps and wastage, where they are not welded, Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST. For Super Structures.
Providing and laying cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1.2 but excluding excaation portection works, backfilling concrete and masonry works in head wall and parapets techi specification clause 1106 MORD. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST. For 1200mm Dia NP3 Pipe Culvert.
Construction of granular sub-base by providing well graded HBG material (Grading III material) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 KN 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., compelte as per direction of Engineer-in-charge..including overhead charges and contractor's profit @13.615% but excluding GST
Construction of un-reinforced, 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 1501.22 CC M30, coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and 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 vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 (without dowel bars)..including overhead charges and contractor's profit @13.615% but excluding GST
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