Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 23,78,000
Costs
EMD
₹ 2,38,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974516_4Bid Award Id
ViewTender No
2019/T-1 Date 09.11.2024Tender 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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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C.- M10)
21
4880
102480
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-25
91
6860
624260
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-30
9
7080
63720
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8
70000
560000
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
70
60
4200
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
2400
86
206400
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
115
76
8740
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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, complete as per Technical Specification Clause 401.
105
2070
217350
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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 wheel roller 80-100 kN 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 Technical Specification Clause 405.
22.5
2330
52425
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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 wheel 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 3 as per Technical Specification Clause 405.
22.5
2400
54000
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Providing and applying prime coat with bitumen emulsion (Slow Setting) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
300
44
13200
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Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface ( treated with Primer) cleaned with Hydraulic broom as per Technical Specification Clause 503.
300
15
4500
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 HMP, laying with paver finisher and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
300
145
43500
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Providing and laying seal coat by mannual means with VG-10 Gr. grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type "C" as per Technical Specification Clause 510
300
50
15000
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
47
2350
110450
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
30
1650
49500
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
5
6000
30000
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 1st year (@ 0.0 % of CC work amount )
0.1
-
-
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for Zero to 2nd year (@ 0.25 % of CC work amount )
0.1
112275
11227.53
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for Zero to 3rd year (@ 0.5 % of CC work amount )
0.1
224550
22455.05
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 4th year (@ 0.75 % of CC work amount )
0.1
336825
33682.58
... More
Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 5th year (@ 1.0 % of CC work amount )
0.1
449101
44910.1
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