Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Bridge Construction
Eprocure
Opening Date28 Nov 2024
Closing Date23 Dec 2024
Tender Amount₹ 44,29,16,785
Costs
EMD
₹ 88,58,336Document Cost
₹ 20,000Tender Fee
₹ 20,000
Summary
Construction Of Rail Over Bridge At Lcrossing No 40c On Kanpur- Lucknow Railway
Description
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Contact
Tender Id
2024_UPSBC_978322_1Tender No
1784/CAMP/CPM/KANPUR/2024-25Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
GEM & Bid Advisory Services
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BOQ Items
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Cutting of Soil)
2060.82
160
331730.2
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. (Disposal of Earth)
4913.83
105
516541.81
Bored cost in setu M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specification and removal of excavation earth with all lift and lead up to 1000 M
2836
15697
44519102.6
Dismantling of RCC Pile Head and Disposal
221.98
1305
289868.14
Plain/Reinforcement conc in open foundation complete as per drawing and technical specification PCC M 15
95.85
6324
606216.74
Cement Concrete for Reinforced Concrete M-35 in Pile Cap complete as per Drawing and Technical Specification
1611.52
6994
11272260.1
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
481.96
68546
33036468.72
Sub Structure
-
-
-
Plain/Reinforced cement concrete - M-35 in sub-structure complete as per drawing and Technical Specifications.
2242.15
7672
17202559.55
Plain/Reinforced cement concrete - M-45 in sub-structure complete as per drawing and Technical Specifications.
76.43
8124
620921.14
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub-Structure complete as per Drawing and Technical Specifications.
313.04
68797
21536334.97
Super Structure
-
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete-M-45 in super-structure as per drawing and Technical Specification . (Beam + X-Beam + Deck Slab)
5756.8
9024
51955062.43
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
1878.6
4112
7725028.63
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Super-Structure complete as per Drawing and Technical Specifications.
1345
69047
92869385.15
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
124.41
145465
18097306.87
Drainage Spouts complete as per drawing and Technical specification
284
13221
3754965.64
POT/PTFE Bearing as per drawing and technical specifications
31523
265
8362106.21
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
300
3041
912354
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
381.93
11395
4352164.92
DRAINAGE WORK
-
-
-
Providing and laying GI Pipe B class 150 mm dia
1789.11
1314
2350962.1
Providing and laying Hume Pipe NP4 300 mm dia
1152.55
1913
2205485.1
Brick Work 1:4 Cement:C.Sand
(Rate As per PWD SOR attached)
46.37
4209
195172.72
PCC M15
15.17
6324
95944.79
RCC Cover M35
17.94
7672
137641.96
Reinforcement Steel
0.9
68797
61917.65
Plaster 1:3 Cememt:C.Sand
(Rate As per PWD SOR attached)
202.5
139
28273.05
Earth Work Excavation
145.01
160
23342.26
Road Diversion Work
-
-
-
Providing, laying and spreading Material on a prepared sub grade adding cement as 2% cement to the spread material Manually mixing in place with rotavator compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
1000
3200
3200580
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
970
3302
3203531.7
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. (D.B.M.)
350
9814
3435029.5
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
170
11896
2022333.6
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
5778.36
168
971053.4
Service Road Part A
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1798.01
168
302155.58
Providing, laying and spreading Material on a prepared sub grade adding cement as 2% cement to the spread material Manually mixing in place with rotavator compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (Cement Treated Sub Base)
584.54
3474
2031241.43
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. (ETA)
554.94
6499
3606610.55
Open - Graded Premix Surfacing (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.)
5549.4
171
951611.11
Seal Coat (Providing and laying of 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 bitumen of suitable grade.)
5549.59
54
304506
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
5549.4
12
71365.28
Service Road Part B
-
-
-
Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means (Excavation of Existing Surface)
165.91
6
1138.14
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1659.1
168
278811.76
Providing, laying and spreading Material on a prepared sub grade adding cement as 2% cement to the spread material Manually mixing in place with rotavator compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (G. Sub Base)
734.82
3200
2351850.2
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.
852.18
3302
2814418.19
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. (D.B.M.)
464.54
9814
4559167.44
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
132.72
11896
1578847.74
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3318.2
12
42672.05
NALI WORK Part A +Part B
-
-
-
P.C.C. M15
180
6324
1138435.2
B/w in 1:6 Cement:C.Sand Mortar (As per PWD SOR )
291
3736
1087408.8
Plaster 12 mm thick in 1:4 Cement : C.Sand Mortar (As per PWD SOR )
2567
121
312018.85
R.C.C. M15
145
6324
917072.8
Steel
12
68546
822552.96
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1950
160
313891.5
Shifting of Malab
1950
105
204984
Safety Measures for The Bridge
-
-
-
Providing & laying of hot applied thermo plastic com pound 2.2 mm thick including cost of all materials, labour, machineries, T&P etc. required for proper completion of work including all other charges and taxes. The finished surface to be level, uniform and free from streaks and holes as per MORTH.
463.04
720
333481.41
Supply & fixing of Retro Reflective Sign Board made up with 2 mm thick aluminum sheet face fully covered with High Intensity Prismatic (Type - IV) Retro-Reflective sheeting of approved specification as per M.O.R.T&H having approved message fully processed on by Pressure Sensitive Equipment as specified by approved brands. Back of aluminum with frame of 35 x 35 x 4 mm angle iron all round and cross with proper clamping arrangement to be fixed in structure. The back of the aluminum sheet shall be enamel coated & complete as per direction by engineer-in-charge
16
6601
105628.64
Supply & Fixing of Linear Delineator System (LDS) panels made of Retro Reflective sheeting duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel approximately should be of nominal length of 33 inch and each ridge shall be appximately 0.34 inch high. Each LDS panel is to be firmly on existing MS railing through MS Sections welding as and when required
100
1088
108887
Rectangular Hazard Marker 90 cm x 30 cm made out of 1.5 mm Aluminium Composite Material, face to be fully covered with Class C Type XI (Table 6.9) Micro Prismatic Grade Sheeting as defined in IRC: 67-2010 having approved massages e.g. letter, numerals, symbols/ legend/arrow metc. in Hindi and /or English as per drawing and Technical Specifications for Road and Bridge works ( Fourth revision). The sign plate will be fixed with minimum 6 mm dia aluminium rivets back suppoted on a mild steel angle iron frame 35 x 35 x 5 mm and one vertical post of 75 mm x 75 mm x 6 mm angle iron (height from crown level of the road and bottom of the sign board shall be not be less than 2.1 m. ) firmly fixed to the ground by means of properly designed foundation with M -15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including painting of vertical post as per specification.
4
3000
12003.24
Cate Eyes (661.723 x 6/4)
1408
277
391128.32
Supply & fixing of M.S. Angels for size 75 x 7 5x 5 and 3.5 meter long, including fixing in foundation with 1:3:6 cement concrete, coarse sand & stone grit 20 mm size, including cost of all materials, labour T&P complete required for proper comtletion of work.
28
2314
64817.48
Information Boards Speed Limit (600 x 600 mm Circular)
16
3300
52814.24
Information Boards No U Turn (900 x 900 mm Circular)
4
7426
29706.32
Information Boards Triangular
(900 x 900 mm)
4
3713
14853.16
Marshal 6 Point *3 =18 no for 1.5 year
18
13718
246924
Pollution Measures to Control AQI Index
-
-
-
Pollution NGT Camera
1
66275
66275.09
Green Agro Net (50 Mtr Length x 3 Mtr Width) (2 x 206.35 x (7+0)/2)
1444.45
27
39014.6
Anti Smoke Gun
1
471556
471556.25
View Cutter
-
-
-
Providing and fixing of view cutter both side of bridge 1.6 m Ht. [2 x 698.744 (1124.158 -123.76-301.654) = 1397.488)
1270.92
7945
10098526.97
Barricating
-
-
-
Barricating Work Both Side
929
3225
2996926.13
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