Panchayat Raj Engineering Department Tender

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The Panchayat Raj Engineering Department has issued a formal invitation for competitive bids for C/o Internal Cc Roads And Drains In Sc Localities At Appaiahpally (v) Ghanpur Mulug (m), Jayashankar Bhupalapally District, Est Cost.rs.10.00 Lakhs in Jayashankar Bhupalapally, Telangana, with an estimated contract value of Rs. 7,99,170. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Panchayat Raj Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Panchayat Raj Engineering Department Tender

Works
Civil And Construction
Road Construction
Opening Date28 May 2025
Closing Date16 Jun 2025
Tender Amount₹ 7,99,170 
Notes
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Costs

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Road Work;Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

136.4

60

8184

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Road Work;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

1.5

123

186

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Road Work;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement 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)

17.85

288

5146

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Road Work;Providing, laying Reinforced cement concrete of 600 mm Dia., NP3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm dia. R.C.C pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification Clauuse 1106 MORD.

5

3859

19299

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Road Work;Construction of Un-dowelled contraction jointed 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 (Natural sand 50%+Manufactured sand(Rock Sand)50% ) 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, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, 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 overhead charges & Contractors profit excluding Seignarage charges etc complete.

92.23

6689

617011

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Road Work;Plain cement concrete M15grade using 40mm,20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Side drain walls

0.5

6384

3192



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