Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 20,42,000
Costs
EMD
₹ 2,04,000Document Cost
₹ 800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1015695_1Tender No
577/E-Tender/2025-25 Date-01.03.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . (Mord 5.9Case-I(I))
750
206
154500
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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 . (Mord 5.12 A. By Manual Case-III Type-C(I))
750
75
56250
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Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply ofbricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. SOR 765
0.2
96000
19200
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Construction of Patri 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 (Mord 3.14)
140
85
11900
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Excavation for road work 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 to as per Technical Clause 301 (S.No. 3.6) of MORTH Specification.
78.75
30
2362.5
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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
22.88
8000
183040
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
130.69
7100
927899
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Providing and Laying of Weep holes in brick work in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structure with slope of 1V:20H toward drawing force coplete as per drawing and technical specification MORTH 13.8/27.
74
480
35520
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