Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Feb 2025
Closing Soon11 Feb 2025
Tender Amount₹ 30,50,000
Costs
EMD
₹ 3,05,000Document Cost
₹ 854Tender Fee
Refer Documents
Summary
Construction Work Of 1x3 Meter Span Rcc Culvert In
Description
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Contact
Tender Id
2025_CEALD_1002166_21Tender No
88/5A/2025 Dt. 15-01-2025Tender 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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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204
202.6
6392
1295019.2
... More
Providing and laying reinforcement cement cocrete (M-25) in foundation as per drawing and technical specification clauses 800, 1205.4 1205.5
19.1
8390
160249
... More
Supply of fitting and Placing HYSD bar reinforcement in substructure complete as per drawing and technical specification
2.2
72078
158571.6
... More
Providing and laying reinforcement cement cocrete wearing course (M-30) in foundation as per drawing and technical specification clauses 800, 1205.4 1206.3
2.1
15568
32692.8
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Providinding weep holes in brick masonary/ stone masonary plain /reinforcement concrete abutment wingwall, returnwall with 100mm dia PVC pipe extending through the full with of the structure with slope 1:20 all work complete as per drawing and technical specification.
56
160
8960
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Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
107.1
131
14030.1
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Providing and laying boulder apron for bed protction with stone boulder of minimum size and weight as per Table 1300.1 no fragment weighting not less than 25 kg laid dry complete as per drawing and technical specification claluse 1301.
61.7
1818
112170.6
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Providing and laying Filter media undemeth pitching in slopes completes as per drawing and technical specification claluse 1301.
63.1
1908
120394.8
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Providing and laying pitching on slopes laid over prepared Filter media, complete as per drawing and technical specification claluse 1302.
60
2773
166380
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Dewatering from foundation of bridge by pumping out water collected by natural drain.
120
493
59160
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Distempering (first coat & Second coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger. J and N shalimar, Asian Paints after thoroughly brushing the surface free from mortar dropping and other foreign materials and also including preparing the surface even with plaster of paris or approved synthetic material and sand prepered smooth including cost of all material, labour, T&P etc. (SOR Ch.-15 Item No.-15.04 & 05 Schedule No. 649 & 651
15.4
102
1570.8
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Construction of Embankment with material optain from Borrow Pits with a lift up to 1.0 mtr, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no.300.1 and 300.2 cartage up to 1 Km.
390
129
50310
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Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works .(1000mm dia Hume Pipe)
15
8481
127215
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density.
31.2
1466
45739.2
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber,, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405
18.7
1999
37381.3
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Construction of Embankment with material optain from Borrow Pits with a lift up to 1.0 mtr, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no.300.1 and 300.2 cartage up to 1 Km.
516
129
66564
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density.
34.2
1466
50137.2
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber,, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405
18.7
1999
37381.3
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
18.7
2019
37755.3
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
250
33
8250
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Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
250
16
4000
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tone capacity, finished to required level and grades.
250
159
39750
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
250
57
14250
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Construction of Embankment with material optain from Borrow Pits with a lift up to 1.5 mtr ,transporting to site, spreading, grading to required slope and compacted to meet requirement of table no.300.1 and 300.2
20.6
129
2657.4
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