Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Eprocure
Opening Date22 Sep 2020
Closing Date9 Oct 2020
Tender Amount₹ 9,98,11,847 
Notes
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Costs

Summary

Construction Of Gomti River Bridge Babhangawan Ghat

Description

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Documents
Construction of Gomti River Bridge On Kamtaganj Babhangawan Ayubpur Road Babhangawan Ghat in District- Sultanpur
Construction of Gomti River Bridge Babhangawan ghat in Distt. Sultanpur
Report Missing Document

BOQ Items

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Providing and Constructing Temporary Island 14.50 m diameter for Construction of Well Foundation for 6.50m dia. Well b. Assuming depth of water 4.0 m and height of island 4.50 m (MoRT&H Data Book Item No. 12.9)

3

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281050.14

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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification (MoRT&H Data Book Item No. 12.9)

6

-

64303.56

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Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specification (MoRT&H Data Book Item No. 12.11) Well Curb (R.C.C. Grade M-25)

291.3

-

9721.76

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Well Steining (R.C.C. Grade M-30)

3942.27

-

8597.73

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False Steining (R.C.C. Grade M-30)

75.47

-

8597.73

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Bottom Plugging (P.C.C. Grade M-25)

485.92

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9007.55

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Intermediate Plugging (P.C.C. Grade M-15)

18.71

-

8077.38

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Well Cap (R.C.C. Grade M-30)

251.56

-

8096.93

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Well Sinking: Sinking of 5.50 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 (MoRT&H Data Book Item No. 12.12) 0.00 to 3.00 m Depth (Sandy Streta)

6

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4603.25

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3.00 to 10.00 m Depth (Clayey Streta)

14

-

13998.86

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10.00 to 20.00 m Depth (Clayey Streta)

20

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19412.93

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20.00 to 30.00 m Depth (Clayey Streta)

12

-

45517.28

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Beyond 30.00 M Depth (Clayey Streta)

6.67

-

45517.28

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Well Sinking: Sinking of 6.50 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 (MoRT&H Data Book Item No. 12.12) 0.00 to 3.00 m Depth (Sandy Streta)

15

-

6428.94

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3.00 to 10.00 m Depth (Clayey Streta)

35

-

19551.27

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10.00 to 20.00 m Depth (Clayey Streta)

50

-

27112.74

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20.00 to 30.00 m Depth (Clayey Streta)

50

-

63574.04

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30.00 to 40.00 m Depth (Clayey Streta) [70.00 + 17.03 = 87.03]

25

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144991.08

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Beyond 40.00 M Depth (Clayey Streta)

10.97

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144991.08

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Sand Filling: Sand Filling in Wells complete as per Drawing and Technical Specifications (MoRT&H Data Book Item No. 12.21)

1394.61

-

98.63

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Reinforcement: Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (MoRT&H Data Book Item No. 12.40)

195.69

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43306.63

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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (MoRT&H Data Book Item No. 13.5) Pier (R.C.C. Grade M-35) Height upto 5.00m

176.79

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8982.89

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Pier (R.C.C. Grade M-35) Height 5.00m to 10.00m

119.93

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9232.01

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Pier Cap (R.C.C. Grade M-35) Height 5.00m to 10.00m

143.85

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9232.01

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Abutment Column (R.C.C. Grade M-30) Height upto 5.00m

28.92

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8982.89

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Abutment Cap (R.C.C. Grade M-30) Height 5.00m to 10.00m

19.25

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9225.21

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Bearing Pedestal (R.C.C. Grade M-40) Height 5.00m to 10.00m

5.07

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9232.01

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Seismic Arrestor (R.C.C. Grade M-35) Height 5.00m to 10.00m

11.26

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9716.66

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Back Wall & W/ Wall (R.C.C. Grade M-30) Height 5.00m to 10.00m

34.13

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9232.01

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Reinforcement: Supplying, fitting and placing HYSD bar reinforcement in “Sub-Structure” complete as per drawing and technical specifications (MoRT&H Data Book Item No. 13.6)

72.67

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43446.07

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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 elastomeric 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 elastomeric 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 MoRT&H Specifications complete as per drawing and approved Technical Specifications. (MoRT&H Data Book Item No. 13.16) Transverse Guided Bearing 150 Ton

12

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57977.7

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Fixed Bearing 175 Ton

6

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57977.7

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Longitudinal Guided Bearing 250 Ton

6

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57977.7

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POT (Free) Bearing 175 Ton

12

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57977.7

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Furnishing and placing P.S.C./R.C.C. in “Super Structure” in as per drawing and technical specifications. (MoRT&H Data Book Item No. 14.1) Main Beam (P.S.C. Grade M-45) Height Above 10.00m

466.56

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11493.68

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Cross Beam (P.S.C. Grade M-40) Height Above 10.00m

27.5

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11493.68

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Deck Slab (P.S.C. Grade M-40) Height Above 10.00m

360

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11145.08

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Crash Barrier (P.S.C. Grade M-40) Height Above 10.00m

107.57

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11145.08

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Parapet Wall (P.S.C. Grade M-30) Height 5.00m to 10.00m

5.76

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11051.55

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Reinforcement: Supplying, fitting and placing HYSD bar reinforcement in “Super Structure” complete as per drawing and technical specifications (MoRT&H Data Book Item No. 14.2)

192.06

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44728.25

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H.T. Stranded Wire 12.7mm/ 7 Ply: High Tensile steel wires/ Strands including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specifications. (MoRT&H Data Book Item No. 14.3)

28.99

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76568

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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 Data Book Item No. 14.4)

100.71

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11604.21

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Drainage Spouts: “Dranage Spout” complete as per drawing and technical specification. (MoRT&H Data Book Item No. 14.9)

62

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1052.61

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Approach Slab: P.C.C. M-15 Grade for “Leveling Course” below approach slab complete as per drawing and technical specifications. (MoRT&H Data Book Item No. 14.10)

5.85

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6035.07

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Approach Slab: R.C.C. M-30 Grade for ”Approach Slab” including reinforcement and formwork complete as per drawing and Technical specifications. (MoRT&H Data Book Item No. 14.11)

16.65

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10233.61

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Compression Seal Expansion Joint: Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. (MoRT&H Data Book Item No. 14.21)

52.5

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3736.85

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Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces. (MoRT&H Data Book Item No. 8.8)

476.45

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66.32



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