Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Civil And Construction
Eprocure
Opening Date16 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,56,75,000 
Notes
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Costs

Description

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BOQ Items

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Cemented Base ( 4% Cement (OPC)) by mix in place method. Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 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 required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)

140

469000

3350

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Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.

200

74400

372

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1400

22400

16

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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

140000

100

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Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.

1400

65800

47

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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

400

800000

2000

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Additional Approach Road

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Earth work in cutting or in Embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5 m in depth and earthwork in embankment to be in 20 cm layers, including, ramming and dessing the surface to required levels, & slopes & also including 1.50 m lift & 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the engineer-in-charge.

9182

1065112

116

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Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method. Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications clause 401

113

361600

3200

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Cemented Base ( 4% Cement (OPC)) by mix in place method. Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 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 required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)

105

351750

3350

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Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.

280

14560

52

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1036

16576

16

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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.

1050

105000

100

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Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.

1050

49350

47

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Protection Work

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Providing and laying Bolder Apron without wire crat laid over prepared filter media including boulder apran laid dry complete as per drawing and Technical specification

960

1234560

1286

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Providing and laying Filter Material underneath pitching in slopes complete as per drawing and technical specification clause 1302

2368

2971840

1255

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Providing and laying pitching on slopes over prepaid Filter Media as per drawing & technical specification clause 1302

2116

2721176

1286

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Providing and laying R.C.C. Chute Drain

450

459000

1020

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Construction of K.C. Drain

960

646080

673



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