Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Eprocure
Opening Date24 Jan 2019
Closing Date2 Feb 2019
Tender Amount₹ 1,24,26,888
Costs
EMD
₹ 2,48,538Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJDA_298744_1Bid Award Id
ViewTender No
2092/JDA/Ni.Su/18-19Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Construction of granular sub base (GSB) by Providing graded material spreading in uniform layers with rotavator graded material spreading in uniform layers with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per M.O.R.T. & H specifications clause no- 401
1220
-
1619.2
Providing and Laying-Spreading and compacting graded stone aggregate to wet mixed macadam specifications including premixing the material with water at OMC in mechanical mix plant carriage of mixed materials by Tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1220
-
1730
Providing and Applying primer coat with bitumen emulsion (slow setting-2) on prepared surface of granular base including cleaning of road surface and spraying primer @ of 0.70 Kg/sqm using mechanical means as per technical specification Clause 502.
6100
-
31.1
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.
6100
-
16
Providing And Laying 7.5 cm bituminus macadam with 100 TPH type HMP producing an average output 75 tonner per using crushed aggregates of Specified grading, premixed binder @3.4% by weight of total mix transporting the hot mix to work site, Laying with a prostatic paver finisher with sensor control to the required road level and alignment, rolling with smooth wheeled and tandem rollers to avhieve the desired compaction clause no- 501.6, 501.7 to achieve the desired.
458
-
6312
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.
6100
-
14
Providing And Laying 2.50 cm bituminus concrete grade-ii B.C. with 100 TPH type HMP producing an average output 75 tonner per hours using crushed aggregates of Specified grading, premixed with bituminus binder @5.4% 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 control wheeled, vibratory and tandem rollers to avhieve the desired compaction as per M.O.R.T & H. specification clause no- 509 compact in all respect.
153
-
8262
80mm thick interlocking C.C. block laid in stone dust & 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 etc. SI-new item-3
1765
-
760
Clearing Jungle including uprooting of rank vegetatlons grass, bush, wood trees and saplling of girth upto 30 cm Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres of rubbish upto a distance of 50 metres outside the periphery of area cleared SI No.-259
8685
-
5.4
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 primatic two glass covered primatic reflective face to reflect incedent light.
18M (264Qty) & 24M (432Qty)=696
700
-
325
P/L of center line & edge line road marking with hot applied thermoplastickc compound 2.5 mm thick including reflectonsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive 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
251
-
445
PART-B
Earthwork in excavation in foundation with all complete. (S.I no. 251)
648
-
139
Cement concrete with 4 cm. (1.5") gauge approved stone ballast approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, Labour and T&P etc required for proper completion of work. SI No. 281
108
-
3974
First class B/W in 1:4 cement and fine sand In Foundation in Plinth S.I No. 305
159.6
-
5656
12 mm cement plaster in 1:3 cement and Core sand in single or half brick wall for interior plastering S.I.No.17.58 (1)
1200
-
167
2.5 Cm (1") Thick damp proof coarse with cement and approved coarse sand one part cement 1.5 Pants approved coarse sand and 3 parts approved 13 mm. (1/2") graded stone grit and induding waterproofing materials as ordered by the Engineer-in- charge in the proportion as specified by the manufacturers. SI. No.-361
276
-
266
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