Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 95,00,000
Costs
EMD
₹ 6,75,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUFZ_1001454_3Tender No
399/2yataAyo-AmbC/2025 Date18-01-2025Tender 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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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100
70
10500
735000
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Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100
140
9600
1344000
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Furnishing and Placing Reinforced/Prestressed cement Concrete in super-structure as per drawing and Technical Specifications. As per MoRTH Spec. 1500, 1600 & 1700
68
10500
714000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
33
85500
2821500
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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. As per MoRTH Spec. 2706 & 2200
45
410
18450
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification . As per MoRTH Spec. 710.1.4 of IRC:78 & 2200
43
2050
88150
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per MoRTH Spec. 2702
6.7
14500
97150
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Drainage Spouts complete as per drawing and Technical specification. As per MoRTH Spec. 2705
6
4700
28200
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per MoRTH Spec. 2700
12
7500
90000
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704
25
12200
305000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
2.2
85500
188100
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704
60
610
36600
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic
550
138
75900
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Brick on edge pavement in BOE Soling Road with SOB / class-150 bricks laid dry joints filled with local sand .Rate inclusive of cost of bricks , preparation base of proper slope and its ramming spreading layer of 1.00 cm depth of local sand over the sub-grade including T&P etc. required for proper completion of the work. Rate complete & all inclusive.
260
530
137800
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Providing and laying of 1000mm dia HPNP4 at site including all labours and materials etc.
10
6210
62100
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic
700
138
96600
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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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
55
3650
200750
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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.
40
4750
190000
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Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm. using mechenical means as per MORTH specification Clause 502 and direction of Engineer-in-charge.
385
34
13090
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Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 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. 507 complete in all respects.
18
10500
189000
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Providing and applying tack coat with bitumen VG-10 (using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared old Bitumenous surface cleaned with mechanical broom. Including cost of all material,Labour,T&P etc. complete as per MORTH specification Clause 503 and as per direction of Engineer-in-charge.
760
13
9880
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects
9.5
12500
118750
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Earthwork in cutting or filling in embankment /Patri in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 Meter in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 meter lifts used in making embankment or to be deposited as spoil banks within 30 metres distance per PWD Specification Clause 4.3 and as directed by Engineer -in - charge.
65
138
8970
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet)SOR No. 694
25
450
11250
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Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120
75
1050
78750
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Construction of chute on the sloping high embankment i/c cost of all materials labour T&P etc.
26
2860
74360
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
22
4610
101420
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
90
4250
382500
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Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.
Delinetor
8
760
6080
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Linear Delinetor Strip (LDS) on bridge
4
760
3040
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
75
2950
221250
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