Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Feb 2025
Closing Date24 Feb 2025
Tender Amount₹ 33,00,000
Costs
EMD
₹ 3,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Construction Of 2x2 Meter Box Culvert In Place Of Damaged Arch Culvert In Km 15 Of Ramnagar Saadatganj Saidanpur Mushkabad Road. (odr)
Description
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Contact
Tender Id
2025_CEUFZ_1006849_3Bid Award Id
ViewTender No
891/3KAM AYOAMBE/E-Tendering /2025 Dt 14-02-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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BOQ Items
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
12.96
970
12571.2
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Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M-25) For Raft
31.12
8540
265764.8
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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
9015
431097.3
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
12.69
10180
129184.2
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.8
13780
24804
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Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site.
10.79
72600
783354
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Drainage Spouts complete as per drawing and Technical specification
4
5250
21000
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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
48
260
12480
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
21.6
1400
30240
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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.
765
170
130050
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Laying of 900 mm dia NP-3 Hume pipe culvert (Analysis Attached)
37.5
7280
273000
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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
22.5
4750
106875
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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
225
480
108000
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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.
1252
170
212840
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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
42
4760
199920
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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.
28
5340
149520
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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.
28
8950
250600
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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.
280
15
4200
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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
8.4
14300
120120
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