Uttar Pradesh State Bridge Corporation Limited Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 May 2023
Closing Date5 Jun 2023
Tender Amount₹ 5,09,26,168
Costs
EMD
₹ 10,20,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Noon Naala Jalaun
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_UPSBC_803313_1Bid Award Id
ViewTender No
275/ET/CPM(Agra)/2023-24 Dated 18-05-2023Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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.
3.04
317051
104293.32
Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specification..(MoRT&H Item No. 12.11)
-
-
-
R.C.C. in Well Curb in M-30
53.49
375350
7017.21
R.C.C. in Well Steining in M-30
698.55
4642772
6646.3
R.C.C. in False Steining in M-30
20.12
133723
6646.3
P.C.C. in Bottom Plugging in M-25
175.74
1098958
6253.32
P.C.C. in Intermediate in M-15
14.71
82492
5607.89
R.C.C. in Well Cap in M-30
101.98
655460
6427.34
Supplying, fitting and placing un-coated HYSD bar reinforcement in Foundation complete as per Drawing and Technical Specifications. (MoRT&H Item No. 12.40)
35.55
2265510
63720.28
Sinking of 5.50m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil & clayey soil as shown against each case, complete as per drawing and technical specifications..
-
-
-
Depth 0.00 to 3.00m (Clayey Streta)
12
60098
5008.21
Depth 3.00 to 10.00m (Clayey Streta)
28
313172
11184.73
Depth 10.00 to 20.00m (Clayey Streta)
38.75
601009
15509.93
Sand Filling in Wells complete as per Drawing and Technical Specifications (MoRT&H Item No. 12.21)
311.42
35875
115.2
Sub-Structure
-
-
-
Reinforced Cement Concrete in Sub-Structure complete as per drawing and Technical Specifications (MoRT&H Item No. 13.5)
-
-
-
R.C.C. in M-30 for Pier
58.35
395152
6772.11
R.C.C. in M-30 for Abutment Column
20.22
136932
6772.11
R.C.C. in M-35 for Pier Cap
54.5
375848
6896.3
R.C.C. in M-30 for Abutment Top Beam
22.74
153997
6772.11
R.C.C. in M-30 for Pedestals
3.11
21061
6772.11
R.C.C. in M-30 for Back Wall, Wing Wall & Parapet
31.24
211560
6772.11
Supplying, fitting and placing H.Y.S.D. bar reinforcement in Sub-Structure complete as per Drawing and Technical Specifications (MoRT&H Item No. 13.6)
32.82
2099478
63969.47
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. (MoRT&H Item No. 13.14)
552960
254361
0.46
SUPER STRUCTURE
-
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. (MoRT&H Item No. 14.1) (Height from 5.00m to 10.00m)
-
-
-
P.S.C. Beams (M-45)
274.32
2213627
8069.51
R.C.C. Deck Slab Over Beams (M-40)
164.87
1331902
8078.5
R.C.C. X Beam (M-40)
27
218119
8078.5
R.C.C. Crash Barrier (M-40)
180.46
717864
3977.97
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (MoRT&H Item No. 14.2)
99.78
6407736
64218.65
High tensile strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. (MoRT&H Item No. 14.3)
13.5
1834988
135925.11
Providing, fitting and fixing 65mm dia M.S. Pipe Railing complete as per drawing and Technical Specification. (MoRT&H Item No. 14.8)
180.5
326053
1806.39
Drainage Spouts complete as per drawing and Technical specification. (MoRT&H Item No. 14.9)
30
64829
2160.97
P.C.C. M15 Grade leveling course below approach slab complete as per drawing and technical specification. (MoRT&H Item No. 14.10)
5.95
31228
5248.41
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (MoRT&H Item No. 14.11)
17.85
169751
9509.88
Strip Seal Expansion Joint: 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. (MoRT&H Item No. 14.22)
30
117402
3913.43
Alternate Black & White painting two coats after filling the surface with synthetic enamel paint on new concrete surfaces. (MoRT&H Item No. 8.8)
216.55
38392
177.29
C.C. Wearing Coat: Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (MoRT&H Item No. 14.40)
50.75
547432
10786.85
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.(MoRT&H Item No. 2.5)
21343.97
3859630
180.83
Granular Sub-Base with Close Graded Material (Table:- 400-1): 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H Item No. 4.1)
588
1639438
2788.16
Dry Lean Cement Concrete Sub- base: Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (MoRT&H Item No. 6.1)
570
2159935
3789.36
Cement Concrete Pavement: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (MoRT&H Item No. 6.2)
1050
7512372
7154.64
Brick edging on both side of the road of 1st class bricks 8cm (3") wide & 12 cm (4.5") deep laid including labour & supply of bricks, finished to required template & proper alignment and also including dressing & ramming the excavated earth as directed by Engineer Incharge
0.4
22230
55575
Cobstruction of K.C. Type Side Drain
800
1680280
2100.35
Cobstruction of Chute Drain
140
362108
2586.49
PROTECTION WORK
-
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification (MoRT&H Item No. 15.5)
511.3
1622308
3172.91
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 (MoRT&H Item No. 15.4)
1348.5
3194879
2369.21
Earth Work in Excavation.
193.2
34936
180.83
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements