Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Feb 2025
Closing Date15 Mar 2025
Tender Amount₹ 8,48,58,062
Costs
EMD
₹ 16,97,161Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Along With Approach And Protection Work Over River Chacharao On Sunderpur To Mirzapur Hathnikund Road Between Naurangpur Khurdikhera Village In Distt. Saharanpur.
Description
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Contact
Tender Id
2025_UPSBC_1009134_1Tender No
2759/30ET/GM(Gzb)/2025Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
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Providing and constructing on span service road to reach island location from one pier location to another pier location. Service road (Season-2)
161.08
3793
-
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Providing and laying Cutting edge of Mild Steel weighing 40 Kg per meter for well foundation complete complete as per Drawing and technical specifications. Cutting Edge
4.85
107422
-
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Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in Well Curb
65.82
7930
-
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Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in Well Steining
1003.7
7368
-
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Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in False Steining
32.06
7361
-
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Plain Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. PCC in Bottom Plugging
233.18
6904
-
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Plain Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. Intermediate Plugging
22.59
6146
-
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Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. Well Cap
145.79
7126
-
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Including straightening, cutting, bending, shifting to site, tying and placing in position
HYSD bar reinforcement
71.34
66759
-
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Sinking of well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sinking
-
-
-
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0M - 3M
21
4370
-
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3M - 10M
49
9755
-
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10M - 20M
61.5
13528
-
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Negative Sinking
7
4370
-
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Sand Filling in Wells complete as per Drawing and Technical Specifications.
635.78
117
-
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SUB-STRUCTURE
-
-
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier
130.16
7344
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Abutment column
19.92
7329
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier Cap
136.25
7530
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Top Beam
24.37
7345
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pedestal
6.21
7407
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Seismic Arrester
9.99
7507
-
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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Back Wall, Wing Wall & Parapet Wall
31.24
7330
-
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. Including straightening, cutting, bending, shifting to site, tying and placing in position
63.41
67021
-
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. POT PTFE Bearing
36
40305
-
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SUPER-STRUCTURE
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-
-
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete.
PSC Main Beam
442.61
9008
-
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Deck Slab
315.81
9027
-
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Cross Beam
54
9027
-
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified RCC Crash Barrier
322.16
4143
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications HYSD in super str. Including straightening, cutting, bending, shifting to site, tying and placing in position
169.88
67283
-
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting, T & P and Labour complete as per drawing and Technical Specifications High Tensile Strand/Wires
27.9
138345
-
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Providing and laying Cement concrete wearing coat including reinforcement complete as per drawing and Technical Specifications. Wearing Coat
90.61
11707
-
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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. Strip Seal Expansion joint
52.5
4133
-
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Supply and Fixing Drainage Spouts including Corrosion resistant Structural steel, G.I. Pipe 100mm, Galvanised MS flate clamp T&P and Labour complete as per drawing and Technical specification Drainage Spout
30
2364
-
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PCC levelling course below approach slab including cost of Material labour, machinery T & P and Form work complete as per drawing and Technical specification Approach Slab Lean
5.95
5714
-
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Reinforced cement concrete Approach Slab including reinforcement and formwork complete as per drawing and Technical specification Approach Slab (Main)
17.85
10308
-
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Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embedded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. crash barrier pipe railing
322.16
1443
-
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Providing and applying 2 coats of water-based cement paint to unflustered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Including all material labour and T&P complete. Painting on Crash Barrier
386.59
144
-
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APPROACH ROAD
-
-
-
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Earth work in cutting or in enbankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including remming and dressing the surface to required levels and slopes and including 1:50 M lift and 30 m lead also including machanically compaction to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including roller and its fuel charges for output of 325 cum per day The earth from cutting tu be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the engineer-in-charge (including Rayality) (S.I. No. 260(a)
36137.8
120
-
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Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).(S.No. 12.02, 694) (Old rapta)
1040
360
-
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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 (GSB)
438
2413
-
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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. (WMM)
686
2905
-
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Providing and laying dense graded bituminous macadam with higher capacity batch type 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. (DBM)
168
8636
-
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects (BC)
112
10201
-
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Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification. (Tack Coat)
2800
16
-
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PROTECTION WORK
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay & sand) including lift upto 1.50 m and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 M. as per PWD schedule. (S.I. No. 251(a)
288.68
79
-
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Cement concrete 1:4:8 mix with stone aggregates 40mm nominal size mecahnically mixed and vibrated in foundation upto a depth of 1.50M below ground level and 1.50 m above ground level/bed level as per PWD schedule. (S.I. No. 281)
43.3
4034
-
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R.R. Stone massonary work in cement & coarse sand mortar 1:4 in Sub structure complete as per drawing and as per MoRT&H Specification.
259.81
4603
-
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40mm thick 1:2:4 plain cement concrete in flooring without base concrete (as per P.W.D. schedule S.I. No. 605)
173.21
254
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Filter Media
722.45
2315
-
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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 (Pitching)
1444.89
1996
-
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Construction of K.C. drain Taking quantity for 1RM construction of K.C. drain, by supply and fixing of precast kerb stones of size 20 cms. Width at bottom, 12 cm. on top overall 38 cm. height of M-15 C.C. as per drawing ^ technical specification. Construction of K.C. drain
400
1022
-
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Construction of Chute Drain
384
1984
-
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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
200
2800
-
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Providing and Laying of hot applied THERMOPLASTIC COMPOUND 2.50 mm thick including reflectorising glass bedgs @ 250 gms per sqm area. (PWD SOR P-58) Thermoplastic Compound
130.88
550
-
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Suppling and instalation of DELINATORS (Road way indicators) (PWD SOR P-60) Delinators
224
771
-
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