Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date21 Apr 2025
Closing Soon21 May 2025
Tender Amount₹ 52,00,00,000
Costs
EMD
₹ 52,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_1030989_1Tender No
1890/2Com(B)-Gonda Circle/24-25 Dt. 05.4.25Tender 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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Providing and applying tack coat II (on existing bitumenos surface) with bitumen VG-10 using bitumen pressure distributor @0.20Kg/sqm on the prepared surface cleaned with mechanical broom.(Existing bitumenos surface)
144690
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Providing and laying of KM Stone ( Mirzapur Stone) of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance to site and all materials, labour T&P etc. required proper complete of work
16
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R.C.C. work cement approved coarse sand, and 2 Cm. (3/4") gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforeement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neaessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost for: SI no 288.
830
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Class- 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.SI no 305 (b).
930
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Cement concrete with 4 cm. (1/2") gauge brick ballast, aproved fine sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.275
256
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Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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.
8099
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Wet Mix Macadam +1% OPC Cement+3.5% Emulsion (RAP/ETA) = Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5946
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Construction of embankment 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. for raising of Embankment. (cartage 3km)
10000
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Providing and laying dense graded bituminous macadam with 60-90 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading. premixed with bituminous binder @ 4.5 % by weight of total mix and fillar, 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 tendem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respect
10505
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Cement concrete with 4 cm. (1/2") gauge approved granit stone ballast, aproved coarse sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.281
255
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
10724
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CONSTRUCTION OF CULVERT Excavation in foundation in in black cotton soil requring the use of special tools and plant such as pickaxes / sabbals etc. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches as per MORT&H 301
2670
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Providing and laying of Hecto Meter Stone ( Mirzapur Stone ) of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone transpotation to site and all materials, labour T&P etc. required proper complete of work.
83
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Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. SI no 504(b).
655
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Construction of embankment 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. for raising of Embankment.
15000
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Providing and laying bituminous concrete with 60-90 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 to 5.6 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
8268
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Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. S.I No. 251
23153
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Providing and applying tack coat-II with bitumen VG-10 using bitumen pressure distributor @0.20Kg/sqm on the prepared surface cleaned with mechanical broom.
206700
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Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574, Chapter 13
174
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Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant of OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 in a compacted layer of 100mm functioning as drainage layer.
18561
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Laying Reinforced Cement Concrete Pipe 600mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row as per SOR Non Sch. C
30
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