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Tender Value
₹64.3 L
EMD Value
₹64,400
Closing Date
28 Apr 2026, 3:00 pmClosed
Nellore Municipal Corporation
NELLORE
Laying of CC Roads from a. Tirumala Cool drinks Shop to Pole No.PRR/D15, in Putha Estate, 11th Street b. In 20th & 21st Cross Roads, Manumasiddi Nagar Division No.41 c. At D.No.24-6-8, Sahithi Estate B block, Division No.37 d. D.No.8-2 to Pole No.MSN9, in MP Nagar 1st Line, Division No.41 e. Ponagamti Hari house to Pole No.PRK2/B5/5/1, in Manumasiddi Nagar Left side 3rd Line, Division No.41 f. D.No.8-325-11 (Kaapu Bhavan) to Pole No.IRS07/11 (SV Enterprises), in Jonnavada Road, Iragalamma Sangam, Division No.41 under 15th FC 2025-26 Untied Grant (1st Installment)
923878
NIT No: 42/DB/15th FCG/NLR/2026-27, Dated: 13.04.2026
OPEN - NCB
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SRI POTTI SRI RAMULU NELLORE
14 documents required · 11 mandatory · 3 optional
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13 Apr 2026
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Engaging of JCB on hire basis for for dozing including hire charrges, fuel charges , drive charges etc. complete for cutting high beramps, undulocations for sectiioning , on road surface
Engaging of Tractor on hire basis for carrying of dismantling material and Excavated earth material including hire charges, fuel charges, driver charges etc complete.
Providing Three Wheel Road Roller for grading to required slope and compacted to meet requirement of table as per department direction including cost of all hire charges, fuel charges and driver wages etc.,
Earthwork in excavation for structures 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 For Key walls
Laying VCC (1:2:4) using 20mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, machinery, laying in position, mechanical mixer, vibration, curing and all incidental chrges etc.. complete. (For Keywalls)
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting , spreading , grading to required slope and compacted to meet requirment of table 300.2 with lead up to 1000 m as per technical specification clause 303 MORD/ 305 morth by using machinery ( Gravel )
Providing laying, spreding and compacting graded HBG crushed stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanicla mixer (pugmill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth whell roller of 80 to 100kn/vibratory roller 80-100kn weight to achieve the desired density including lighting barricading and maintenance of devirsion etc as per tabels 400.11 & 400.12 amd technical Specification Cluuse 406 MORD/MORTH.
Granular Sub-Base with Coarse Graded Material (Table: 400-2)-Construction of granular sub-base by providing coarse graded material Grading -iii, spreading in uniform layers with motor 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 clause 401 MORTH
Construction of un-reinforced, 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 using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of construction joints, curing of concrete Complete including cost and conveyance of all material and labour charges and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Collection, supply and spreading of gravel including cost and conveyacne of materials to work site, stacking to dept., gauage and labour charges etc. complete for shoulders as per Table. 400-8&9 of MORTH
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