Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing DateCancelled
Tender Amount₹ 1,08,00,000
Costs
EMD
₹ 7,40,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEBLY_987698_1Bid Award Id
ViewTender No
10862(1/7Nivida(CD ET)-08/24-25 Dt 18-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
574.2
4100
2354220
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes including cost of all types of material, labour, T&P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 Complete. . For edge line
132
600
79200
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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.
907.5
4400
3993000
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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 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
108.9
12000
1306800
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Supply of H.P. 1000 mm dia NP3
40
5500
220000
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Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches.
22.68
160
3628.8
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Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2
5763.8
150
864570
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Providing and applying Tack Coat with VG-10 using bitumin pressure distributor @ of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. As per MORT&H clause no. 503 (For BC)
3630
11
42834
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Laying and Fixing of 1000 mm dia NP3
40
365
14600
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Supply & Laying of compacted 40 mm gauge brick ballast around and Below of Hume Pipe
13.62
1250
17025
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