Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 31,92,000
Costs
EMD
₹ 3,20,000Document Cost
₹ 855Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUFZ_997258_3Tender No
38/10A/E-TENDERING/2025 DATE 07-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
12.96
980
12700.8
... More
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M-25) For Raft
31.12
9250
287823
... More
Providing & laying M25 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification & section 1500, 1700 & 2200 of MORTH&H specification (2001)
47.82
9790
468157.8
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
12.69
11000
139601
... More
Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site.
10.79
75000
809175
... More
Drainage Spouts complete as per drawing and Technical specification
4
3360
13440
... More
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
32
320
10240
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
21.6
1400
30240
... More
Construction of embankment 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.
1789
195
348855
... More
Laying of 900 mm dia NP-3 Hume pipe culvert (Analysis Attached)
15
7300
109500
... More
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
60.75
4200
255150
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 as per SOR
240
480
115200
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
21
5300
111300
... More
Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrage and compacting withthe road roller at achieve the desire density.
21
9400
197400
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
210
18
3780
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
210
16
3360
... More
Providing and laying dense graded bituminous macadam with HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
10.5
12300
129150
... More
Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
6.3
13900
87570
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