Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Feb 2025
Closing Soon10 Mar 2025
Tender Amount₹ 20,64,20,000
Costs
EMD
₹ 40,96,300Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_1011641_1Tender No
845/53M-Mzp Circle/2024-25 Dt. 18-02-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Providing and applying prime coat with slow setting bitumen emlusion on prepared surface of Granular Base including cleaning of road surface and spraying primer @ 0.70 kg. per sqm. using machenical means as per MORT&H
68600
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Dense Graded Bituminous Macadam 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 @ 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. (Grade-II)
3430
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Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503
68600
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Bituminous ConcreteProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne 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 MoRT&H specifications Clause 509 complete in all respects.
2058
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Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (patri work)
18627.84
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Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete.
540
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Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255
92
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Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1 including cost of all material, labour etc. complete. SI No. 281
110
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RCR stone masonary in 1:3 cement chopan caorse sand mortar in cluding all labour T&P etc complete
253
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Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.
434
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Providing and laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying
110
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Providing and laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe
44
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Providing and laying 1000 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying
80
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Providing and laying 1000 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe
32
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. :- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming botom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3200
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 ) (Nominal Mix 1:3:6)
260
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 15 1:2:4 SOR
800
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1800
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Providing concrete for reinfoced Cement concrete in sub structure as per drawings and technical specification clauses R.C.C. Grade M 30
2750
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Providing & fixing weep holes as per SOR (MLNS-3)
200
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Back filling behind abtment wing wall and behind return wall complate as per drawing and technical
700
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Providing and laying of Filter media with granuler materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to a thickness of not less then 600 mm with smaller size towards the soil and bigger size towards wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition complete as per drawing and technical specifications.
25
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Providing and laying boulders apron/pithcing on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification (on the rever Side)
51
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