Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jan 2025
Closing Soon16 Jan 2025
Tender Amount₹ 31,67,25,000
Costs
EMD
₹ 47,51,000Document Cost
₹ 6,254Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Bansi Nandaur Khalilabad (s.h.-88) Ch. 17.000 To 28.870
Description
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Contact
Tender Id
2025_CEUBZ_990493_1Tender No
4993(1)/4E-NIVIDA-BASTI CIRCLE/24-25 DATED-25-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Providing & laying of Granular Sub-Base by providing welll graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired complete as per T.S. specification clasuse 401 for grading1 material.(in widening portion)
6088
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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.
3701
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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 with 1% cement opc & 3.5% emulsion 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.
6805
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Providing and applying Tack coat with bitumen VG-10 @ 0.30 kg per sqm. on the prepared bituminous/ granular surface cleaned with hand broom. including all type of labour, T&P etc complete for proper completion of the work. For B.C.
119387
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects. as per MORTH Sr. No. 5.4
5969
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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 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
4775
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Construction of Subgrade and Earthen Shoulders 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 as per MORTH Sr. No. 3.18 & Technical Specification Clause 305
37963
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Construction of Deep drain of Size 350x450mm Drain
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 , backfilling the excavation earth to the extent required and utilising the remaining earth locally for road road with approved material. As per MoRT&H Spec. Sr. No. 3.13 clause 304
922
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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.as per MORT&H Specification 1200 12.4
129
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
406
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600
26
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Bridge Work
Dismentling brick work or stone work in lime or cement mortar and including stacking materials as directed by E/I with in a distance of 60 meters(200feet) PWD-692of Old Culvet
316
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Earth work in excavation of foundation in soil mixed with morram or single or Kankar including lift upto 1.5m and lead upto 30m and including filling watering and ramming and etc disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches complete in all respect
971
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Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. PCC grade M-15
236
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Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specification.
109.08
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Furnishing and Placing Reinforced/Prestressed cement in Super-Structure as per drawing and technical specification. RCC Grade M-30 For Foundation
1441.38
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Providing weep holes in Brick Masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per drawing and Technical Specification.
477
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Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as drawing and technical specification.
98
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Provinding and laying filter material under neath pitching in slopes complete as per drawing and technical specification.
120
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Provinding and laying boulders apron on river Bed for Protection against scour with stone boulders weighing not less then 40 kg. each complete as per drawing and technical specification.
66
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Diversion
Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels.
360
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Brick on eadge Soling with first class brick including cost of brick all labur T&P etc. complete as per direction of E/I SI No 762 b
330
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05 Year Maintenance-
1st Year maintenance charge @ 0.00% including labour cess.(GST shall be paid extra).
1
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2nd Year maintenance charge @ 0.25% including labour cess.(GST shall be paid extra).
1
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3rd Year maintenance charge @ 0.50% including labour cess.(GST shall be paid extra).
1
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4rth Year maintenance charge @ 0.75% including labour cess.(GST shall be paid extra).
1
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5th Year maintenance charge @ 1.00% including labour cess.(GST shall be paid extra).
1
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