Municipality Tender
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Municipality Tender
Civil And Construction
Road Construction
Opening Date10 Apr 2025
Closing Soon29 Apr 2025
Tender Amount₹ 17,88,583
Costs
EMD
₹ 17,886Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
799196Tender No
Roc.No.199/2025-E1, dt.09-04-2025Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
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Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
66.94
4268
285750.13
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Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. and as directed by the departmental officer in charge of the work but excluding seigniorage charges.
97.44
2739
266923.24
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for culvert
1.98
5514
10919.24
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for walls
17.88
5728
102419.68
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RCC M20 Nominal mix (Cement fine aggregate coarse aggregate) conrresponding to table 9 of IS 456 using 20mm size graded machine crused hard granite metal (coarse aggregate) from approved quarry including cost and conveyane of all materials like cement fine aggregate (sand ) coarse aggregate, water etc., to site and excluding seigniorage charges sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but including centering, shuttering
2.52
5712
14394.29
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Construction of un-reinforced, dowel 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 1501.2.2 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, laying and fixing of 125 mictron thick polythene film, 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
139.2
6886
958652.3
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Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work including overhead charges &contractor profit etc complete. As per SS and as directed by the departtmental officer in charge of the work.
696
86
60224.88
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Supply and delivery of MS dowel bars S-240 grade including cost and conveyance placing dowel bars in posiation directed by the Dept officer incharge.
77.2
85
6613.72
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of all materials, its all taxes and labour charges for cutting bending and tying grills etc., complete and as per SS and as directed by the departmental officer-in-charge of the work
349.32
90
31477.23
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD with gravel as per SS and as directed by the departmental officer in charge of the work, but excluding seigniroage charges.
62.64
576
36138.27
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