Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Eprocure
Opening Date31 Aug 2019
Closing Date24 Sep 2019
Tender Amount₹ 88,10,940
Costs
EMD
₹ 6,40,550Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJDA_376170_1Bid Award Id
ViewTender No
740/JDA/E-Ni.Su/(2019-20)Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Counstruction of granular sub base (GSB) by provding graded material speading in uniform layers with rotavator at O.M.C. and compacting with vibratory roller to achive the desired density complete as per M.O.R.T & H Specification claus No.- 401
1453.49
-
1579
Providing and laying- spreading and compactin graded stone agreegate to wet mixed macadam specifications including premixing the materials with water at OMC in mechnical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepaired surface and compacting with vibratoy roller to achive the desired density.
329.02
-
1693
Providing and applying primer coat with bitumen emulsion (shlow setting-1) on prepaird surface of granular base including cleaning of road surface and spraying primer@ of 0.70kg/sqm using mechnical means as per technical specification clause 502.
4410
-
30.1
Providing and applying tack coat with bitumen vG-10 using bitumen pressure distributer at the rate of 0.35 kg/sqm on the prepared granular surface cleaned with mechanical broom.
4410
-
14.5
Providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M. with 60-90 TPH batch type hot mix plant counducing an average output of 75tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave 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 M.O.R.T & H. Specification clause 507 complete in all respects.
330.75
-
6640
Providing and applying tack coat with bitumen vG-10 using bitumen pressure distributer at the rate of 0.30 kg/sqm on the prepared granular surface cleaned with mechanical broom.
4410
-
12.6
Provind and laying bitumious concrete grade-ii B.C. with 100TPH batch type H.M.P. producing an avarage output of 75 tonne per hours using crushed aggregate of specified grading, premixed with bituminous binder @5.4 of mix and filler transporting the hot mix to work site applying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth control wheeled, vibrotory and tandem rollers to achive the desired compaction as per M.O.R.T & H. specification clause no. 509 compact in all respect.
132.3
-
7840
80mm thick interlocking C.C block laid in stone dust base & fill joint with 2.36 mm stone dust at join filled with S/D leveling & dressing base including supply of all materials labour and tools and plants ect. SI- New Item-3
2632.5
-
760
Supplying and fixing of pavement maker (Cat Eye) type X-ASTMD-4956-04 avery dennison /3-M(USA Maker) consisting of ASA plastic housing filled with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light.
630
-
325
P/L of center line & edge line road marking with hot applied thermoplastickc compound 2.5 mm thick including reflectonsing glass beads @ 250gms per sqm area thickness of 2.5mm is excllusive of surface applied glass beads as per IRC:35 the finished surface to be level uniform and free from streaks and holes (SI-No-1)
354.9
-
445
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