Municipality Tender
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Municipality Tender
Civil And Construction
Road Construction
Opening Date22 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 20,53,823
Costs
EMD
₹ 20,538Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
780784Tender No
162/TPT/24-25/GEN/TO, DT. 30-11-2024Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
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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 and appropeiate weigh batcher 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 needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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. (CC pavement)
183.75
7283
1338265.95
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Demolishing and disposal of unserceable materails within 100 Mts lead for unreinforced cement concrete upto 15CM thick
139.5
1913
266924.88
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Providing bedding with quarry dust for necessary areas as per specification and drawing including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification and directed by the Engineer - in - Charge
105
902
94780.35
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
105
2272
238596.75
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