Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 1,29,47,661.15
Costs
EMD
₹ 10,00,000Document Cost
₹ 4,550Tender Fee
Refer Documents
Summary
Construction Of Bhuchera To Balarguwan Link Road
Description
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Contact
Tender Id
2025_CEJNS_1020075_1Bid Award Id
ViewTender No
1394/ 44 C- Jhansi Circle/2024 Date 20.03.2025Tender 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 laying & rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal coat-C Technical Specification Clause 508. (But Excluding GST)
12000
151
1812000
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Cement Concrete in foundation in 1:3:6 ratio of cemet coarse sand and 40 mm gauge stone ballast including supply of all materials labour and T&P etc. required for proper completion of work. (SI. No. 280) (But Excluding GST)
13.5
5480
73980
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification MORD sepecification no. Clause 510. as per Data Book item No. 5.12 (B) Case - III TypeC (But Excluding GST)
12000
52
624000
... More
Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with air compressor as per Technical Specification Clause 503. (But Excluding GST)
12000
17
204000
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Providing laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to from a layer of sub-base/base. (But Excluding GST)
1680
2650
4452000
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R.C.R. stone masonary in 1:3 cement and coarse sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. requried for proper completion of the work. (Additional. Item) Chapter-8 (But Excluding GST)
44
4410
194040
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (But Excluding GST)
15000
85
1275000
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Supply & Fixing & jointing of NP-3 Hume pipe 350 mm dia (S&S Type) up to site. (But Excluding GST)
22.5
2100
47250
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert 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 (2.25% Construction Cost) (Excluding GST)(But Excluding GST)
3.2
84686
270997.54
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Supply & Fixing & jointing of NP-3 Hume pipe 600 mm dia (S&S Type) up to site. (But Excluding GST)
15
2668
40020
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert 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 (3.00% Construction Cost) (Excluding GST)(But Excluding GST)
3.2
112915
361330.08
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert 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 (1.50% Construction Cost) (Excluding GST) (But Excluding GST)
3.2
56457
180665.02
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Providing laying and spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to from a layer of sub-base. (But Excluding GST)
1264
2390
3020960
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Raised pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI. No. 577) (But Excluding GST)
88
157
13816
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert 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 (0.00% Construction Cost) (Excluding GST) (But Excluding GST)
3.2
-
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (But Excluding GST)
3300
76
250800
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Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (SI. No. 251) (But Excluding GST)
76
150
11400
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