Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 1,35,00,000
Costs
EMD
₹ 8,75,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_983791_3Tender No
4264/35 C-BANDA CIRCLE/2024 DT. 25-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Plain/Reinforced Cement Concrete M25 in foundation M25 in raft & app. slab as per drawing and Technical Specification.
158.95
7100
1128545
... More
Plain/Reinforced Cement Concrete M25 for wall (abutment & pier) & slab etc. complete as per Drawing and Technical Specifications.
212.45
8500
1805825
... More
Providing and laying Cement concrete wearing coat M-30 grade EX.cluding reinforcement complete as per drawing and Technical Specifications
17.47
7200
125784
... More
Supplying, fitting and placing uncoated HYSD bar reinforcement in Super structure complete as per drawing and technical specifications
32.5
85500
2778750
... More
Plain (PCC M20) Cement Concrete etc. complete as per Drawing and Technical Specifications. (for wing wall )
202.63
6550
1327226.5
... More
Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding.
63.61
3490
221998.9
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
80.54
1270
102285.8
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
85.2
162
13802.4
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Pressure relife pipe of 100 mm dia shall be provided in Raft area, 0.5x.0.5 m below pressure relife pipe shall be provided in the form of invert filter.
25
162
4050
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
251.05
2130
534736.5
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
214.25
190
40707.5
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Dewatering of water if necessary at the time of excavation, concreting, massonary work upto sub soil water level including hire charges of 5HP Pump (SOR)
1500
227
340500
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Approach Road
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4
3914.75
125
489343.75
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Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401.
360.35
2372
854750.2
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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.
301.73
3053
921181.69
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Providing , laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.
143.44
7100
1018406.25
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Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
956.25
13
12431.25
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Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
956.25
10
9562.5
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Providing and laying dense graded 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 as per Job Mix 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.
47.81
9100
435093.75
... More
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 as per job 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 on DBM
28.69
10300
295481.25
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Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and loads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 including stablization with 2% slaked lime including mixing with rotavator complete.
333.06
125
41632.5
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