Puducherry Adidravidar Development Corporation Limited Tender
View complete overview of Puducherry Puducherry Adidravidar Development Corporation Limited Tender
Puducherry Adidravidar Development Corporation Limited Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Aug 2024
Closing Date14 Aug 2024
Tender Amount₹ 85,07,343
Costs
EMD
₹ 1,70,147Document Cost
₹ 1,050Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PADCO_16296_1Bid Award Id
ViewTender No
53/PADSTDC/EW/24-25Tender 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:4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:10 (1 cement : 4 coarse sand : 10 graded stone aggregate 40mm nominal size)
129
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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 plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
250
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Code no:4.3.1 Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns.
960
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Code No. 4.3.2 Centring and shuttering including strutting,propping etc. and removal of form work or - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
512
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Code no:13.1.1 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
1600
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Code no:4.5.1 Providing and fixing upto floor five level precast cement concrete string or lacing courses , copings, bed plates, anchor blocks, plain window sills, shelves , louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering , shuttering complete - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
20
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Code no:5.22.7 Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more
2815
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Code no:15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
20
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Code no:15.2.2 Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
50
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Code no:15.7.4 Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar
35
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Code no:5.1 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)
4100
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Code no:5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
4100
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Code no:5.3A 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.
210
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Code no:5.7A 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 paver finisher 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.
105
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