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 Date10 Jun 2024
Closing Date24 Jun 2024
Tender Amount₹ 15,95,76,432
Costs
EMD
₹ 37,65,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPSBC_927008_1Bid Award Id
ViewTender No
478/19 MBD/CPM-BLY/2024-25 DATE-08-06-2024Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
Plain Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in Bottom Plugging M-25
179.01
1047208
5850
Plain Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Intermediate Plugging M-15
10.76
56167
5220
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in Well Cap M-30
91.9
537615
5850
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
70
4200000
60000
Sinking of 6 m external diameter 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.
-
-
-
Depth below bed level upto 3.0 M
9
34020
3780
Beyond 3m upto 10m depth
21
107730
5130
Beyond 10m upto 20m
30
405000
13500
Beyond 20m upto 30 m
30
648000
21600
Beyond 30m upto 40 m
9
145800
16200
Negative Sinking
1.42
5112
3600
Sand filling in wells complete as per drawing and technical specifications.
340.55
39844
117
Sub Structure
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
-
-
-
Pier Grade M-35
279.6
1811808
6480
Abutment column Grade M-35
9.68
62726
6480
Pier cap Grade M-35
408.75
2648700
6480
Top beam Grade M-35
12.59
81583
6480
Pedestal Grade M-35
17.6
114048
6480
Seismic arrester Grade M-35
28.31
183448
6480
Back wall , wing wall & Parapet Grade M-35
31.24
202435
6480
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
122
7381000
60500
Super Structure
-
-
-
PSC Main Beam Grade M-45
1276.74
9422341
7380
RCC in deck slab Grade M-40
969.4
7154172
7380
RCC in cross beam Grade M-40
153
1129140
7380
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade 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 including steel.
1276.66
4538526
3555
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
502
30622000
61000
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
76.5
7917750
103500
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
359.06
3554694
9900
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.
165
519750
3150
Drainage Spouts complete as per drawing and Technical specification
105
207900
1980
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.95
28917
4860
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M-30
17.85
109242
6120
Crash Barrier Pipe Railing
1276.7
1321384
1035
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
1531.99
195788
127.8
Approach Road
-
-
-
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.
44551.29
6214904
139.5
Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method.
Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment 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 Specifications clause 401
292
972360
3330
Cemented Base ( 4% Cement (OPC)) by mix in place method.
Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)
280
982800
3510
Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.
400
126000
315
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/granular surface cleaned with mechanical broom.
2800
40320
14.4
Providing, laying and rolling of open - graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
2800
380520
135.9
Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.
2800
123480
44.1
Laying of the Thermo Plastic Paint Strips
242
98010
405
Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier
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
800
1728000
2160
6m Span over head cantilver structure with 300 mm dia MS one vertical post
Supply, fixing & eraction of built up cantilever structure 6m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12 mm M.S. Plate at bottom. The horizontal truss shall comprise of 50 mm dia heavy class M.S. Pipe and 40 mm dia heavy M.S. Pipe as bracing & 10 mm MS plae at bottom for fixing to verticial post as per structure design & drawing with one of steel primer and two coats of synthetic enamel paint. The work includes constructin of RCC foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including earth work in excavation 100 m thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC with and 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearancess and complete. Installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 complete in all respect the rates shall include cost of design fabrication, supply, transportation, local shifting erection of signage structure using crane, inclusive of all taxes etc. all T & P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.
2
171000
85500
Retro reflective signs for both side
Proving and fixing retro reflective signboards comprising of customised modular PU Epoxy coated MS angle iron frame work, almunium composite panel (ACP) as base board, mirco prismatic retro-reflective sheet and electro cut coloured overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Spm. and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminium composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting of with self taping SS screws 5mm dis spaced not more than 300 mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM : D 4956-09 shall be pressure fixed. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installlation and incidentals all complete as per direction fo the Engineer-in-charge.
=6.10 x 1.80 x 2
22
99000
4500
Reflective Raised Pavement Mrakers
(Road Studs/ Cay Eye)
417
93825
225
Additional Approach Road
-
-
-
Earth work in cutting or in Embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5 m in depth and earthwork in embankment to be in 20 cm layers, including, ramming and dessing the surface to required levels, & slopes & also including 1.50 m lift & 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the engineer-in-charge.
185800.87
20400935
109.8
Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method.
Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment 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 Specifications clause 401
2340.9
7795197
3330
Cemented Base ( 4% Cement (OPC)) by mix in place method.
Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)
2167.5
7607925
3510
Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.
5780
260100
45
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/granular surface cleaned with mechanical broom.
21661
311918
14.4
Providing, laying and rolling of Open - Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
21675
2945632
135.9
Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.
21675
955867
44.1
Protection Work
-
-
-
Providing and laying Bolder Apron without wire crat laid over prepared filter media including boulder apran laid dry complete as per drawing and Technical specification
1760
2059200
1170
Providing and laying Filter Material underneath pitching in slopes complete as per drawing and technical specification clause 1302
4342.8
4690224
1080
Providing and laying pitching on slopes over prepaid Filter Media as per drawing & technical specification clause 1302
3880.8
4191264
1080
Providing and laying R.C.C. Chute Drain
855.14
769626
900
Construction of K.C. Drain
1760
1029600
585
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