Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date18 Feb 2019
Closing Date25 Feb 2019
Tender Amount₹ 10,90,57,000
Costs
EMD
₹ 21,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEALD_312523_1Bid Award Id
ViewTender No
Camp-1(II)/11Com B Pra Circle /18-19 Dt 07-02-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment/ Patari with approved material obtained from RIGHT OF WAY with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per Morth Speci. Class 305(3.18). (local Earth)
26324.29
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Construction of embankment/ Patari with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cartade Earth) Between Wall and road
2227.5
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth MORD Specific - ations 401
7873.32
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Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent of Bharatkoop/ Kabrai) 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.
2047.5
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Providing and applying primer coat with bitumen Bulk emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 In widen Portion
20475
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Providing and laying dense graded bituminous macadam with computerised, HMP producing an average output of 75 tonnes per hour 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 specification clause No. 507 complete in all respects.
1535.63
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Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.30 kg per sqm Over DBM & cleaned with broom as per Technical Specification Clause 503.
95550
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Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects
2866.5
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MoRT&H Spec. Sr. No. 12.1 clause 304
6075.29
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Plain/Reinforced Cement Concrete (M-15) in Open Foundation complete of the work as per MoRT&H Spec. Sr. No. 12.8 clause 1500, 1700 & 2100
1201.48
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
1825.41
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Rainforce cement concrete M20 in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 28 days.
2086.63
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600
1342.35
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Pointing with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
1668.36
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Supply and Fixing of NP-3 Hume pipes 350 mm for completion of work including labour T&P etc as per Direction of E/I
15
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Supply and Fixing of NP-3 Hume pipes 600 mm for completion of work including labour T&P etc as per Direction of E/I
80
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Supply and Fixing of NP-3 Hume pipes 900 mm for completion of work including labour T&P etc as per Direction of E/I
20
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