Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 60,00,000
Costs
EMD
₹ 5,00,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984312_14Bid Award Id
ViewTender No
200/76Yat-Deoria Circle/24 Date 04.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and laying Cement Concrete 1:3:6(1 cement :3sand : 6graded brick aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors as per SI no.281
47.6
8319
-
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M-30 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
198.02
11589
-
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1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A
53.05
4811
-
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Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
19.43
81961
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
40.32
4320
-
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
88.28
131
-
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Providing and laying pitching on slopes laid over prepared filter media including boulders apron laid dry in front of toe of embankment complete as per drawing and Technical specification.Morth Spe. 2504
122.35
4260
-
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Approch work:-
Construction of embankment with approved material deposited at site from road way cutting and excavation from drain & foundation of other structure graded and compacted to meet requirement of table No. 300-2 with a lead upto 0.00 m as per technical specification clause 301.5
1397.34
107
-
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Construction of granular sub-base by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
33.13
4079
-
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Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per clause 405.2 (Including all taxes required & i/c hire charges of road roller)
18.75
4509
-
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
18.75
5119
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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. (As per MORTH Specification.)
250
44
-
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Providing and applying tack coat with bitumen Emusion using emulsion/ bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MORTH Specification.)
250
14
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 5.6 mm aggregates either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (As per MORTH Specification.)
250
213
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Providing and laying fo premix sand seal coat with HMP of appropriate capacity not less than 75 tonne/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade, Type B
250
59
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