Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Jan 2025
Closing DateCancelled
Tender Amount₹ 6,67,20,000
Costs
EMD
₹ 13,40,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_992531_1Tender No
4166/2Com(B)-Gonda Circle/24-25 Dt. 11.12.24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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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.
350
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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 percent 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.
166.4
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
1302.7
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
3061.35
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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
9076.8
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Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on BM surface.
1765.5
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Providing and laying dence graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 507 complete in all respects.
66.33
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For U Drain 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
1316
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Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
84
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R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:2:4, in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shutteringe etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
216
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.
169.5
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P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. in edges and center line.
573.73
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Road Furniture- Reflective Caution Boards -Providing and erecting direction and place indentification retro reflectise signs as per IRC 67 made of high intensity grade sheeting fixed over aluminum sheeting 2 mm thick supported on a mild steel single angle iorn post 75X75X6 fixed to the ground complete as specfied .
1
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Supply and errection of builtup cantilever structure comprising of one vertical post of 6 mtr height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & bottom for bearing of horizental frame comprising of 40 mm NB made hevy class main pipe as of 25 mm medium class NB pipe bracing as per approved design drwaing with one coat of steel primer and two coat sinthethic enamel paint complete the work includes construction of RCC foundation of size 0.75 X0.75 X 1.20 mtr. deep for builtup overhead structure including E/w in exvation 10 mm thick lean concreat in 1:4:8 & R.C.C. with 1:2:4 cement , Coarse sand , 20 mm stone grit . including supply grouting of 25mm dia foundation bolt (600 mm long) as provision for structure including cost of reinforcement and suttering etc. complete
1
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Providing & fixing of reflective signs with a corrosion resistant 4mm thick aluminium composite ponnels face to be fully covered with High intensity prismatic sheeting type IV as per IRC 67-2010 retro reflective sheeting with MS Angle frame of 35x3mm
36
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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.
10
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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
3
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Chevron)
1
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Stop and T junction)
5
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
146
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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
105
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
11.69
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 Foundation
28.5
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Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specifications. RCC Grade M30Sub Struture
51.84
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Reinforced Cement Concrete in super structure complete as per Drawing and Technical Specifications. RCC Grade M30 Super Structure
32.35
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Substructure/Superstructure complete as per drawing and technical specifications.
11.14
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Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications
7.91
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
40
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