Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Soon31 Jan 2025
Tender Amount₹ 4,29,00,000
Costs
EMD
₹ 23,45,000Document Cost
₹ 7,240Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEKNP_987626_6Tender No
7125C/131C-KV/2024 Dt. 13.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.
68
6550
445400
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Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.
291
8750
2546250
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.
58
78400
4547200
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Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification
40
1650
66000
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Plain/Reinforced cement concrete RCC Grade M30 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200
268
8250
2211000
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200.
21
78500
1648500
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
8
21100
168800
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Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700.
247
9150
2260050
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Superstructure complete as per Drawing and Technical Specifications. MoRT&H 14.2 and specification 1600.
33
78790
2600070
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Crash Barrier for bridge (Height 1100 mm) as per details given IRC - 5 (fig.-2)(Area-0.298 sqm. For 1 meter length),(M40 grade concrete & HYSD steel reanforcement)
66
4900
323400
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
26.5
13600
360400
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Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 2705.
10
5650
56500
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
24
14200
340800
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Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.
147
41000
6027000
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
8
141000
1128000
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(M-30)
27.94
11600
324104
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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
6900
175
1207500
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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.
307
3875
1189625
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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.
243
4185
1016955
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Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
437
195
85215
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
1237
35
43295
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Providing and laying dense graded bituminous macadam with 120 TPH batch type HMP producing an average output of 30 cum per hour 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. 507 complete in all respects. Grading-II including bitumen VG-30..
57
11900
678300
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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.including bitumen VG-10.
1237
11
13607
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Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. Grading-II. including bitumen VG-30.
34
13400
455600
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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 as item no.4.1 B.
55
3850
211750
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Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Technical Specification 13.9 and 710.1.4.of IRC:78 & 2200.
369
1520
560880
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.including bitumen VG-10.
90
195
17550
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Providing and laying premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7 mm size and penetration bitumenof suitable grade.including bitumen VG-10.
90
60
5400
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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
100
3100
310000
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
80
3800
304000
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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
161
6700
1078700
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