Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Nov 2024
Closing Soon30 Nov 2024
Tender Amount₹ 18,47,978.75
Costs
EMD
₹ 1,88,000Document Cost
₹ 944Tender Fee
Refer Documents
Summary
Construction Of Hume Pipe Culvert (5x1000) In Kardahiya Link Road Km-1 Under Special Repair
Description
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Contact
Tender Id
2024_CEUCZ_975404_28Tender No
1651/e-Tender/2024 dated 09-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 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 .
37.5
5400
202500
Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
7.6
8900
67640
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
70
93
6510
Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
1300
155
201500
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.
17.7
5100
90270
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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 theinterstices of coarse aggregate ,watering and compacting to the required density
9.8
5950
58310
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density Grading-3. As per technical specification clause 405
9.8
5900
57820
Brick edging on both sides of the road of first class brick 8 m (3") wide and 12 cm deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by E/l.
0.04
96000
3360
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means but including cost of Bitumen emulsion.
131.25
44
5775
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom including cost of Bitumen.
131.25
17
2231.25
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 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 including cost of Bitumen.
131.25
212
27825
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including cost of Bitumen.
131.25
78
10237.5
Construction of shoulder with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
40
155
6200
5 years maintinence cost @ 15% BOQ cost
1
240000
240000
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