Roads And Bridges Department Tender
View complete overview of Sikkim Roads And Bridges Department Tender
Roads And Bridges Department Tender
Eprocure
Opening Date25 Sep 2018
Closing Date26 Oct 2018
Tender Amount₹ 5,46,62,000
Costs
EMD
₹ 13,66,550Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CE(C)_355_1Tender No
68/GOS/RB(SGT)/2018-2019Tender Authority
Roads And Bridges Department ViewPurchaser Address
-Website
http://http://www.sikkim-roadsandbridges.gov.in/
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Documents
BOQ Items
Providing and laying hand packed stone filling in road works with clean hard selected stones, all complete.
668.18
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PAVEMENT WORKS
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Scarifying Existing Granular surface to a depth of 50mm by mechanical means (Scarifying the existing bituminous roaad surface of 50mm and disposal of scarified materials within all lifts upto 1000 metres)
26925
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density)
Grading-I, using screening crushable type such moorum or gravel
2423.25
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
Grading-I, using screening crushable type such moorum or gravel
3634.88
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Prime coat (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 shown in 500-1 using mechanical means.)
Medium porosity
28271.25
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Tack coat ( Providing and applying tack coat with bitumin emulsion using emulsion pressure distributor at required rate on the prepared bituminous granular surface cleaned with mechanical broom)
Granular surface treated
28271.25
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 MoRTH specification clause No. 507 complete in all respects.)
60mm thick
1696.28
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects)
40mm thick
1130.85
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DRAINAGE WORK
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Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge.
4308
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Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge.
2872
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Provision for maintenance of Cross Drain/ Culverts
7
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Evaluation Notes How It Works ?
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