Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Road Construction
Opening Date27 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 15,25,127
Costs
EMD
₹ 15,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
770682Tender No
Rc.E11-118757/2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://vijayawada.cdma.ap.gov.in/
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BOQ Items
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Conveyance charges for Machinery loading and unloading Lead up to 4 km etc., complete as directed by departmental authorities.
136.8
97
13387.25
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Providing quarry rubbish spreading in layers not more than 150 mm thick, sectioning to required camber and gradient, watering and compacting each layer to protors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials, water etc., to site, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber and gradient in the formation as directed by Engineer-in charge .
288
590
169922.88
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Collection and Supply of Dust for filling including Cost and coneyance, Spreading, Sectioning etc.consolidation ,with P.R complete.
73
1186
86649.54
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Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge
6
2149
12898.8
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Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
24
2440
58560.96
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Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge
356
38
13691.76
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Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)
18
8626
155271.42
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Providing and applying tack coat on the prepared bituminous surface with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
2400
12
28944
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Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
96
9660
927423.36
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