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 Date5 Feb 2024
Closing DateCancelled
Tender Amount₹ 10,18,64,000
Costs
EMD
₹ 20,37,280Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPSBC_889940_1Bid Award Id
ViewTender No
1931/19-SPN/CPM-BLY/2023-24 Dated 03-02-2024Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.
0.83
-
99438.92
RCC in Well Curb Plain/Reinforced Cement Concrete M30 Grade , in Well Foundation complete as per Drawing and Technical Specification.
15
-
9147.95
RCC in Well Steining Plain/Reinforced Cement Concrete M30 Grade, in Well Foundation complete as per Drawing and Technical Specification.
950
-
8397.12
RCC in False Steining Plain/Reinforced Cement Concrete M30 Grade, in Well Foundation complete as per Drawing and Technical Specification.
57.91
-
8397.12
PCC in Bottom Plugging Plain/Reinforced Cement Concrete M25 Grade, in Well Foundation complete as per Drawing and Technical Specification.
390.48
-
7969.84
PCC in Intermediate Plugging Plain/Reinforced Cement Concrete M15 Grade, in Well Foundation complete as per Drawing and Technical Specification.
26.4
-
6680.61
RCC M30 Grade Cement Concrete in Well cap in well foundation complete as per Drawing and Technical Specifications.
214.43
-
8089.11
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
92.25
-
69310.2
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.
-
-
-
0M-3M Sany Soil
3
-
4557.22
3M-10M Sany Soil
7
-
6304.79
10M-20M Claey Soil
22.26
-
19434.8
20M-30M Claey Soil
58.65
-
43400.67
Negative Sinking
18
-
43400.67
Sand Filling in Wells complete as per Drawing and Technical Specifications.
681.99
-
151.14
Sub Structure Work
-
-
-
RCC in sub structure complete as per Drawing and Technical Specification.
RCC Grade M35
Height above 5m to 10m
RCC Grade M35 using batching plant transit mixer & Concrete pump
-
-
-
Pier M35 Grade
123.95
-
8616.08
Abutment column M35 Grade
18.19
-
8616.08
Pier Cap M35 Grade
136.25
-
8616.08
Top Beam M35 Grade
25.2
-
8616.08
Pedestral M35 Grade
6.21
-
8616.08
Seimic arrester M35 Grade
9.99
-
8616.08
Back wall, wing wall & Parapet M35 Grade
31.21
-
8616.08
Seismic Pad
738150
-
0.29
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
65.94
-
69559.38
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.
36
-
31876.89
Super Structure Work
-
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.
RCC/PSC Grade M-40 & M-45
Using Batching Plant, Transit Mixer and Concrete Pump
For T-beam & slab including formwork and staging Height 5m to 10m
-
-
-
PSC Main Beam M45 Grade
440.38
-
10198.61
RCC in deck slab M40 Grade
343.38
-
9910.2
RCC in cross beam M40 Grade
54
-
9910.2
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
363.08
-
4553.14
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
178.11
-
69808.56
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
27
-
147966.86
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
102.14
-
12768.89
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.
52.5
-
3027.8
Drainage Spouts complete as per drawing and Technical specification
30
-
2585.8
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Appoach Slab (Lean)
30
-
2585.8
RCC M30 Grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
Approach Slab (Main)
30
-
2585.8
Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded 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.
363.08
-
1143.8
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. Painting on concrete surface
435.7
-
142.98
Other Work
-
-
-
Pile Bridge
25
-
66177
Main 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.
7091
-
123.97
Cement Treated Crushed Stone Sub base (Plant Mix Method)
Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
292
-
4988.93
Cement Treated Crushed Stone Base (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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.
392
-
5276.21
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
-
181.26
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats.
2800
-
58.14
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.325 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2800
-
17.95
Brick Edging on Both Sides of Carriageway
0.4
-
56028.14
Brick soling with straight over burnt bricks laid on Edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.
1200
-
397.57
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.
(Rate From SOR LKO Traffic Signs Work Sl No. 14)
500
-
2656.49
Additional 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.
20580
-
123.97
Cement Treated Crushed Stone Sub base (Plant Mix Method)
Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
840.38
-
4988.93
Cement Treated Crushed Stone Base (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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.
1089.38
-
5276.21
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.
7781.25
-
181.26
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats.
7781.25
-
58.14
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.325 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
7781.25
-
17.95
For CC Road in Populated Village Area. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three 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 the required density Grading 3 as per Technical Specification Clause 405)
135.94
-
4870.93
For CC Road in Populated Village Area. Construction of unreinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement thickness as design, over a prepare subbase, 43 grade cement for any other type as per clause 1501.2.2 M30 (grade), coarse and fine aggregates confirming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weight batcher using approved mix desing, laid in approved fixed side from work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrator and finished in continous opreation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, dowel bars, near approches to bridge,/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days curing compound (where specified) and water finishing to line and grade as per drawing and techenical specification clause 1501.
407.81
-
8209.7
Brick Edging on Both Sides of Carriageway
2.08
-
56028.14
Construction of 1000 mm Dia NP3 Hume pipe Culvert
2
-
174600.41
Construction of 350 mm Dia NP3 H.P. Culvert
2
-
38022.71
Protection Work
-
-
-
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty)
2122.92
-
123.97
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
742.57
-
1886.99
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 2504.
Stone weighing not less than 40kg
Stone spalls of minimum 25 mm size
1449.42
-
3874.86
Providing and laying launching Toe Wall as per morth Specification 2504
532.38
-
3874.86
Construction of K.C. Drain
800
-
1571.48
Construction of Chute Drains
103.56
-
2550.47
CAT EYE
400
-
277.87
Road Marking with Hot Applled Thermoplastic Compound with Reflection Glass (LKO SOR Chapter 26 Sl. No. 02)
100
-
528.38
Direction and Place identification Signs with size more than 0.9 sqm size Board. (LKO SOR Chapter 26 Sl. No. 18)
2
-
4580.23
Overhead Signs (LKO SOR Chapter 26 Sl. No. 07)
2
-
199248.35
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