Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 38,09,052.25
Costs
EMD
₹ 90,000Document Cost
₹ 3,164Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_1007261_1Tender No
616/SE RED/ 2024-25 Date- 22.01.2025Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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WBM Grade-3
Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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.(WBM III)
182.8
2827
516830.44
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Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg per sqm using mechanical means as per Technical specification Clause 502
2437.5
47
116025
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Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.275 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broom as per temechanical specificatiob clause 503.
2437.5
15
38268.75
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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 emuslion 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 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 Tehnical Specification Clause 508
2437.5
134
328575
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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' as per Technical Specification Clause 510
2437.5
49
120900
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Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. DSR 2023 SI No. 16.8.1
1300
38
50596
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Construction of Subgrade and earthen shoulders with approoved material deposited at site from road way cutting and excavation from drain and foundation and other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clouse 301.5
731.25
137
100393.31
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
106.03
189
20095.87
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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.
30.29
4960
150239.31
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Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1
92.93
5969
554756.79
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Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2
66
510
33690.36
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate
1.32
5736
7572.29
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Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m.
47.03
142
6711.65
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Providing weepholes in stone masonry, plain/reinforced concrete abutment, wing wall, ret.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 as per S.I.No.574
63
150
9450
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
6.9
189
1307.76
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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.
2
4960
9920.06
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Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) Sl. No. 7.7.1
9.4
5969
56114.43
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Raised and cut pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) as per DSR 2023 SI No 13.33.2
20.5
510
10464.43
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Providing & laying HP 600mm dia NP-3 with coller etc. complete.
7.5
2140
16050
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate
0.1
5736
573.66
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Colour washing such as green, blue or buff to give an even shade. New work (two or more coats) with a base coat of white washing with lime DSR 2023 SI 13.39.1
6.4
38
248.38
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