Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Feb 2025
Closing Soon10 Mar 2025
Tender Amount₹ 17,75,89,000
Costs
EMD
₹ 35,51,800Document Cost
₹ 2,720Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Dagmagpur To Indian Oil Terminal Hinauti Road With 5 Years Maintenance
Description
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Contact
Tender Id
2025_CEMRZ_1011641_2Tender 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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G.S.B.
Construction of granular sub-base by providing coarse 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.
10894
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Providing, laying spreading and compacting well graded stone aggregates as wet mix macadam specification including premixing the material at OMC in mechanical WMM mixing plant, carriage of mixed material by tipper to site and laying with paver in base course on well prepared surface, compacting with vibratory roller to achieve the desired density. Including cost of material, T&P, labour and all taxes etc. for proper completion of the work. Complete work as per MORT&H specification No. 406.
7487.38
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Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means
52150
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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)
5736.5
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Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503
52150
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Bituminous Concrete
Providing 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.
1564.5
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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)
11600
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Dismantling reinforeed cement concrete or reinforced brick work including stcking of dismantled materials as directed by Egnineer-in-charge within a distance of 60 meters (200 feet). SI No. 694
27
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Excavation in foundation in hard rock including all labour T&P Royalty etc. all complete.
1210
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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
40
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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)
240
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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
490
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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
470
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
700
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Making Lanching Approan including cost of stone bolder all labour and T&P. Etc and including all taxes with trade tax etc. Required for propep completion of the work
180
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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.
33.34
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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)
40
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Back fililing behind abutment wing wall and behind retumwall complete as per drawing and technical specification clauses 1204.38 (exluding cost of meterial) SOR nO page 54mord 1200/12.10
1115
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Providing & fixing weep holes as per SOR (MLNS-3)
65
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RCR stone masonary in 1:3 cement chopan caorse sand mortar in cluding all labour T&P etc complete
90
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Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.
210
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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
60
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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
24
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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
45
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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
18
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