Puducherry Adidravidar Development Corporation Limited Tender
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The Puducherry Adidravidar Development Corporation Limited has issued a formal invitation for competitive bids for Providing And Laying Bt Road At Vip Nagar (west), Arumparthapuram, Oulgaret Constituency, Puducherry in Pondicherry, with an estimated contract value of Rs. 31,17,810. The bid opening date for this tender is 12-09-2018 and the last date for bid submission is 24-09-2018. Interested bidders for Puducherry Adidravidar Development Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Puducherry Adidravidar Development Corporation Limited Tender
Eprocure
Opening Date12 Sep 2018
Closing Date24 Sep 2018
Tender Amount₹ 31,17,810
Costs
EMD
₹ 62,356Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PADCO_3979_1Bid Award Id
ViewTender No
1199/PADCO/EW/2018-19/8Tender Authority
Puducherry Adidravidar Development Corporation Limited ViewPurchaser Address
-Website
http://pudutenders.gov.in
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Documents
BOQ Items
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Code no: 4.3.1 Centering shuttering including struttings, propping etc. and removal of form work for
foundations, footings , bases for columns.- Using steel sheet with M.S.frames
630
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Code no :4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement:2coarse sand : 4 graded stone aggregate 20mm nominal size)
124
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Code no:5.3A(Corrigendum) Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates
of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the
desired compaction.- Using grade I metal
and bitumen 60/70 grade.
117
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Code no :6.1.MO Cleaning the existing W.B.M. road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification
2329
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Code no :4.92C Providing, laying, spreading and compacting stone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravelfor binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision
175
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Code no:13.1.1 12mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand)
810
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Code no :4.91B Providing, laying, spreading and compactingstone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)
233
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Code.no:5.1(Corrigendum) Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road
surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
2329
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Code no: 5.7A(Corrigendum) Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade
59
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