Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date19 Dec 2024
Closing Soon25 Jan 2025
Tender Amount₹ 18,30,00,000
Costs
EMD
₹ 36,60,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Barabanki-haidergarh-bachhrawa Road (sh-13) In Km-135 To 142
Description
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Contact
Tender Id
2024_CEUFZ_985002_3Tender No
8363/2yataAyo-AmbC/2024 Date10-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of embankment/shoulder with approved material obtained from borrow pits with transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.(Carted Earth)
22944
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Construction of granular sub-base by (GSB Gr-1) providing coarse graded of approved quarry 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, including cost of all material, Labour, T&P, etc complete as per MORTH clause 401.
7520
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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.
6065
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Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% Opc Cement and 3.5% Emulsion in uniform single layer with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH clause 406
2831
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.Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared with Bitumen Emultion Prime coat surface cleaned with mechanical broom.Including cost of all material,Labour,T&P etc. complete as per MORTH specification including cost of material, Labour, T&P etc. .Complete as per MORT&H Specification.(On DBM Surface)
55055
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Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 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.
3987
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
79436
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 30 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.
2383
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Earth work in Excavation in trenches for foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5fts.) and lead upto 30m (100 fts.) & including filling, watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches of into the plinth and removal and disposal of surplus excavated earth as directed by the Engineer I/C within a lead of 30 m. (100 fts.) from the foundation trenches (Drain,Culvert and RCC Slab culvert etc)
2109
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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.(Drain,Culvert and RCC Slab culvert etc)
240
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.. (Culvert and RCC Slab culvert etc)
656
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
770
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Laying Reinforced cement concrete pipe (1000mm HP ) NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(RCC Slab Culert)
67.5
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Laying (First Class) bedding on well compacted brick ballast as per Clause 1105 (ii) (HP culvert )
22.5
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PCC Grade M15 using batching plant & Concrete pump
0.3
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
8.8
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RCC Grade M20 using batching plant transit mixer & manual placing (Drain,)
188.1
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Drain, and RCC Slab culvert etc)
140
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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 (RCC Slab culvert)
153
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RCC Grade M25 using batching plant transit mixer & manual placing ( RCC Slab culvert)
29
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H clause 710.1.4. of IRC 78 2200. ( RCC Slab culvert)
37
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0% (Item No. 1 to 24)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% (Item No. 1 to 24)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% (Item No. 1 to 24)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% (Item No. 1 to 24)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% (Item No. 1 to 24)
1
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