Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Feb 2025
Closing Soon3 Mar 2025
Tender Amount₹ 10,78,410
Costs
EMD
₹ 1,24,000Document Cost
₹ 855Tender Fee
Refer Documents
Summary
Agnipurwa Link Road Via Holagarh From Km-21 Of S.d.n.p.d.p. Road (sh- 101)bhupurwa (gulriya Taluka Amethi) Link Road Kunwanpurwa Link Road From Km-29 Of S.d.n.p.d.p. Road (sh- 101)
Description
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Contact
Tender Id
2025_CEUCZ_1010654_22Tender No
276/ETender/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
562.5
74
41625
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Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
50
86
4300
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Bhupurwa (Gulriya taluka Amethi) link road
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
6
5700
34200
... More
Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .
840
15
12600
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 .
840
195
163800
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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
840
74
62160
... More
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
100
86
8600
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Kunwanpurwa link road from Km-29 of S.D.N.P.D.P. road (SH- 101)
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
12
5650
67800
... More
Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .
1875
15
28125
... More
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 .
1875
192
360000
... More
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
1875
73
136875
... More
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
200
86
17200
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