Ministry Of Road Transport And Highways Tender

View complete overview of Uttarakhand MORTH Tender

Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 93,33,000 
Notes
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Costs

Summary

Protection Works From Km 68(0-2) To 68(2-4) Of National Highway 107a At (taala Mastura On Chamoli To Kund Section) In District Rudraprayag In The State Of Uttarakhand Under Emergency Repair 2024-25

Description

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BOQ Items

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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

2156

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By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per clause 401)or grading- II Material

245.03

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 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 theGrading- I (Using Screening Crushable type such as Moorum or Gravel) (a) Using Screening rushable type such as Moorum or Gravel

90.75

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 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 theGrading- II (Using Screening Crushable type such as Moorum or Gravel) (a) Using Screening Crushable type such as Moorum or Gravel

90.75

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Prime Coat over WMM / WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

907.5

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Tack Coat on Granular surfaces treated with primer ( Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)

907.5

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Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 spec

45.38

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Tack coat Tack Coat on Bituminous surfaces (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 surface cleaned with mechanical broom.] Over DGBM

907.5

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Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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)

27.23

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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets )1200 mm dia

15

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Construction of Catch pit for culverts in Random Rubble masonry in cement sand mortar 1:3 (As per analysis attached)

2

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