Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Nov 2024
Closing Soon19 Nov 2024
Tender Amount₹ 17,81,000
Costs
EMD
₹ 1,78,000Document Cost
₹ 944Tender Fee
Refer Documents
Summary
Sr Of Himmatgard To Mauhari Via Badaur Link Road (with 05 Year Maintenance)
Description
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Contact
Tender Id
2024_CEUCZ_973443_5Tender No
2814/A-8/E-tender/2024-25 date-05-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means
Case - I : Type A (I)Bitumen (S-90)
3000
61
184500
Construction of embankment/Shoulder 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
300
96
28800
Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
76.5
7550
577575
Construction of KC drain as per Design.
340
600
204000
Maintenance Cost for 5 Years Bituminous Work Ist Year @ 0.00%
880125
-
-
II nd Year @ 1.50%
880125
-
13201.88
III rd Year @ 3.00%
880125
-
26403.75
IV th Year @ 4.50%
880125
-
39605.63
V th Year @ 6.00%
880125
-
52807.5
Maintenance Cost for 5 Years on C.C. Work Ist Year @ 0.00%
843825
-
-
II nd Year @ 0.25%
843825
-
2109.56
III rd Year @ 0.50%
843825
-
4219.12
IV th Year @ 0.75%
843825
-
6328.69
V th Year @ 1.00%
843825
-
8438.25
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