Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Eprocure
Opening Date28 Jan 2020
Closing Date22 Feb 2020
Tender Amount₹ 1,00,38,955
Costs
EMD
₹ 5,01,950Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJDA_427401_1Bid Award Id
ViewTender No
2167/JDA/2019-20Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Construction of granular sub-base by providing course graded material spreading in uniform layers with mortar grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roler to achive the desire density complete as per clause 401. (excluding GST)
1300
-
1594.1
Providing and laying spreading and compaction graded stone aggregate wet mix macadam specification i/c 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 finisher in Sub-base / base course on well prepared surface and compaction with vibatory rollers to achive the desire density.
680
-
1706.9
Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface any spraying primer @ 0.70 kt/sqm using mechanical means. As per M.O.R.T & H Specification clause 5.1 Si No. 502
6000
-
30.1
Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.35 kg/sqm on the prepared granular surface cleaned with mechincal broom.
6000
-
14.5
Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.30 kg/sqm on the prepared granular surface cleaned with mechinal broom.
6000
-
12.6
Providing and laying Dense Graded Bitumenour Macadam grade-1 (D.B.M. with 60-90 TPH) batch type hot mix plant conducing and average output of 7 tonns per hour using aggregate of specified grading premix with bitumeneous under VG-30 @ 4% by weight of total mix and filler, trnaporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, roling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction, As per M.O.R.T. & H. Specifications clause 507, complete in all respects.
450
-
6659
P.L Bitumenour concrete with 100.120 TPH batch type HMP producing and average output of 75 tonners per hour using crushed aggregate of wpacified grading premixed with bitumenour binder 5.40 percent by weight of total mix bituminous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostratitics paver finisher with sencer control to the required grade level and alignment rolling with smooth wheeled vibratory and tendem rollers to achive the desired compactiong as per MORTH specification clause No. 508 Si No. 509 complete in all respects.
180
-
7859
Cement concrete with 2 cm (0.75”) gauge approved stone ballast, approved coarse and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per new Item Pg No. 39
14
-
5537
Providing and laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materials, labour, T&P etc, required for proper As per SOR No. 708
1700
-
760
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