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 Date7 Aug 2024
Closing Date21 Aug 2024
Tender Amount₹ 4,80,87,353
Costs
EMD
₹ 26,04,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPSBC_944306_1Bid Award Id
ViewTender No
606/30ET/GM(GZB)/2024-25Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
BOTTOM PLUG (M-25)
180.4
-
7061
INTERMEDIATE PLUG (M-15)
13.6
-
6039
WELL CAP (M-30)
101.9
-
7229
FALSE STENING (M-30)
20.1
-
7487
SAND FILLING IN WELL
481
-
127
FABRICATION & PLACING CUTTING EDGE
3
-
99438
BENDING BINDING AND PLACING HYSD BAR
61.4
-
67855
ISLAND FOR PLACING CURB ISLAND ASSUMING DEPTH OF WATER 4M AND HEIGHT PF ISLAND 4.5M
2
-
389840
SHINKING OF 5.5 M DIA WELL
-
-
-
Depth Below Bed Level upto 3.0 M
12
-
3669
Beyond 3 M upto 10 M Depth
28
-
5093
Beyond 10 M upto 20 M
40
-
7061
Beyond 20 M upto 30 M
12
-
15138
PROVIDING AND CONSTRUCTION ONE SPAN SERVICE ROAD TO REACH ISLAND LOCATION FROM ONE PIER LOCATION TO ANOTHER PIER LOCATION
40
-
3606
SUB-STRUCTURE
-
-
-
PROVIDING AND LAYING RCC M-35 IN ABUTMENT FRAME
10
-
7574
PROVIDING AND LAYING RCC M-35 IN ABUTMENT TOP BEAM
25.3
-
7574
PROVIDING AND LAYING RCC M-35 IN PIER
16.8
-
7574
PROVIDING AND LAYING RCC M-35 IN PIER CAP
54.5
-
7574
PROVIDING AND LAYING RCC M-35 IN BACK WALL, WING WALL & PARAPET WALL
31.2
-
7574
PROVIDING AND LAYING RCC M-35 IN BEARING PEDASTAL
3.1
-
7574
PROVIDING AND LAYING RCC M-35 IN SISMIC ARRESTER
4.1
-
7574
SUPPLYING FITTING AND PLACING HYSD BAR
27
-
68102
POT / PTFE BEARING
3150
-
167
SUPER-STRUCTURE
-
-
-
PROVIDING AND LAYING RCC/PSC GRADE M-45 IN T-BEAM SLAB
223.96
-
8935
PROVIDING AND LAYING RCC M-40 IN DECK SLAB
157
-
8983
PROVIDING AND LAYING RCC M-40 IN X-BEAM
27
-
8983
PROVIDING AND LAYING RCC M-40 IN CRASH BARRIER
45
-
8983
P.C.C. M-15 IN LEVELLING COURSE BELOW APPROACH SLAB
5.9
-
6039
PROVIDING AND LAYING M-35 IN APPROACH SLAB
17.85
-
10538
SUPPLYING, FITTING AND PLACING HYSD BAR IN SUPER STRUCTURE
90.7
-
68351
PROVIDING H.T. STRAND INCLUDING ALL ACCESSORIES FOR STRESSING OPERATIONS AND GROUTING COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION.
13.5
-
144321
PROVIDING AND FIXING DRAINAGE SPOUTS AS PER DRAWING AND TECHNICAL SPECIFICATIONS
15
-
2051
PROVIDING AND FIXING OF STRIP SEAL EXPANSION JOINT CATERING TO MAXIMUM HORIZONTAL MOVEMENTS UP TO 70 MM
30
-
3001
PROVIDING, FITTING AND FIXING M.S. PIPE RAILING OVER CRASH BARRIER AS PER DRAWING AND TECHNICAL SPECIFICATION
160.1
-
1137
PROVIDING AND LAYING OF WEARING COAT CC M-35
45.05
-
11902
PAINTING ON CRASH BARRIER (DEEP PRIMER OF REMMERS)
192.2
-
163
OTHER WORK
-
-
-
STEEL PILE BRIDGE
40
-
65610
THERMOPLASTIC PAINT
20
-
680
CAT EYES
27
-
263
RECTRO REFLECTIVE SIGN
10
-
3928
ROAD DELINATOR
16
-
671
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 as per specification.
11976.4
-
173
Construction of Granular Sub-Base by providing close graded Material and cement (@2.00%), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (GSB)
146
-
3808
Providing, laying, spreading and compacting graded stone aggregate and cement (@4.00%) 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)
140
-
4212
Brick on Edge both sides of road with first class brick 8 cm wide and 12 cm deep including labour & supply of brick complete as per specification.
0.2
-
72900
Providing and applying Primer Coat with Bitumen Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.
1400
-
43
Providing and applying Tack Coat with Bitumen Emulsion using VG-10 pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1400
-
13
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.
1400
-
140
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.
1400
-
46
Construction of K.C. Type Side Drain.
400
-
2042
Construction of Chute Drain (15 M Interval).
203.28
-
2545
Providing & Erecting "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, 150x75x5 MM spaced 2 M center to center 1.8 M height, 1.1 M below ground/road level all steel parts and fitments to bge galvanized by hot dip process all fitting to conform to IS : 1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150x75x5 MM, 33MM long complete as per clause 810.
200
-
2517
PROTECTION WORK
-
-
-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
460.1
-
3312
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
1114.6
-
2769
Excavation for boulder apron in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. (As Per SOR)
80
-
89
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
674.2
-
2769
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