Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 2,92,10,000
Costs
EMD
₹ 16,61,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEAGR_993547_2Bid Award Id
ViewTender No
6403/14M-AC/2024-25 dated 10-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Supply & laying of Granular Material (6.7 mm guage stone grit) in bedding Complete as dwawing and technical specification.
0.7
1740
1218
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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 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. 505 complete in all respects Grading - II 19 mm (Nominal Size).
896
9800
8780800
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Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work
8
5650
45200
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Providing and Laying NP-3 Hume pipe size dia 600 mm RCC concrete pipe for culvert on first class in slngle row including fixing socket with cement mortar 1:2 but excluding excavation, protection works' backfilling, concrete and masonry works in head walls and parapets Clause 2900
7.5
3600
27000
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Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Flush / Ruled / Struck or weathered pointing
20
125
2500
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Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance (SL No. 17) will be calculated on value of actual work done.
-
-
-
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Providing and laying in Cement Concrete 1:3:6 with 20 mm gauge stone ballast,curing complete. including cost of form work in foundation and floors.
1.5
6100
9150
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Maintainance of Second Year (@ 0.25% of Total Work Amount of item 1 to 16)
1
-
71225.98
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Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b). in Two Layer
2090
2950
6165500
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12 mm thick Plastering in 1:4 in single coat on fair side of single or half brick wall with 1 cement and 4 coarse sand mortar, including all matterial, labour, T & P complete.
2
200
400
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Raising and Making of Both Side Patri and Shoulder. Extra for Earth work in embankment mechanically compacted to 98% proctor density ln ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkle.
2200
40
88000
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Maintainance of Fifth Year (@ 1% of Total Work Amount of item 1 to 16)
1
-
284903.93
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Maintainance of Fourth Year (@ 0.75% of Total Work Amount of item 1 to 16)
1
-
213677.95
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Maintainance of Third Year (@ 0.50% of Total Work Amount of item 1 to 16)
1
-
142451.97
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Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For BC).
17500
10
183750
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Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total work amount-28490393.00)
28490393
-
-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per MORT&H Specification No. 301 (3.6).
2375
75
178125
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% bitumen Emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.
656
7350
4821600
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Providing and laying Bituminous Concrete (Grading - II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 509 Complete in all respects.
525
11100
5827500
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. as per MoRT&H Specification 406.
684
3100
2120400
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