Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Nov 2024
Closing Soon26 Nov 2024
Tender Amount₹ 24,43,000
Costs
EMD
₹ 2,44,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974511_1Tender No
1810/T-1 Date 10.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M-15 using batching plant & manual placing.As per MORTH Data Book & Specification clause 15.11(1500,1700&2100) case -II
27
5500
148500
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause15.11(E)case -I
37
6500
240500
Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12(1500,1700&2100) B
72
7400
532800
Providing and laying Rainforced Cement concrete M-40 grade complete as per drawing and Technical Specifications.RCC Grade M-40 using Batching Plant ,Transit Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12 E
1.95
8250
16087.5
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification clause 15.18
23
5650
129950
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)
110
8300
913000
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.As per MORTH Data Book & Specification clause 15.24(710.1.4 of IRC -78 & 2504.2)
46.8
2600
121680
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.As per MORTH Data Book & Specification clause 15.14(2706&2200)
46
130
5980
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.As per MORTH Data Book & Specification clause 15.22(III)
22
60
1320
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.As per MORTH Data Book & Specification clause 4.01-401
15.19
2350
35696.5
Water Bound Macadam II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
8.44
2600
21944
Water Bound Macadam III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
8.44
2750
23210
Providing and applying primer coat with SS grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
112.5
35
3937.5
Providing and applying tack coat with bitumen emulsion using VG 10 On pressure distributor at the rate of 0.30 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503
112.5
15
1687.5
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
112.5
142
15975
Providing and laying seal coat by machenical means with VG-10 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
112.5
50
5625
Construction of Subgrade and Earthen Shoulders with Material with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
6.75
120
810
Laying 600 mm dia Np3 pipe for diversion of water.
20
2200
44000
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 )
0.01
-
-
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 )
0.01
592555
5925.56
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 )
0.01
1185111
11851.12
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 )
0.01
1777667
17776.67
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 )
0.01
2370223
23702.23
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