Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Jul 2024
Closing Date8 Aug 2024
Tender Amount₹ 1,74,47,221 
Notes
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Costs

Description

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BOQ Items

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Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Rate per cum for grading-I Material

115.2

165611

1437.6

... More
Wet Mix Macadam (Plant Mix Method) 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.

77.64

132073

1701.1

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Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

517.6

41563

80.3

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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

517.6

6521

12.6

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Open-Graded Premix Surfacing Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity 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 capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.

517.6

76811

148.4

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Seal Coat Case-II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

517.6

28002

54.1

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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. Stone/Boulder

23.96

27755

1158.4

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Excavation for strucutres 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. Mechanical Means

300.8

17265

57.4

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Sand Filling in foundation trenches as per drawing & technical specification

27.2

15444

567.8

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PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

80.96

273329

3376.1

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)

127.6

441317

3458.6

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed)

257.2

892175

3468.8

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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

160

17680

110.5

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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications

9.49

5479

577.4

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m PCC Grade M20 using batching plant, transit mixer & concrete pump For Coping

6

25009

4168.2

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Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. Ordinary soil Manual Means Depth 3 m to 6 m

1530.97

87877

57.4

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PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

199.86

674747

3376.1

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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump

140.09

648742

4630.9

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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump

544.67

2866271

5262.4

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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications

48.7

4265920

87595.9

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Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

253

27956

110.5

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. Granular material

324.2

207455

639.9

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

106.4

175059

1645.3

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.

19.13

186580

9753.3

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

68

135156

1987.6

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Drainage spouts complete as per Drawing and Technical Specifications.

20

16358

817.9

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump

8.32

28334

3405.6

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.

15.96

138012

8647.4

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Sand (Local) - 18 KM

666.14

280604

421.24

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Cement (Godda) - 31 KM

431.36

301046

697.9

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Boulder (Mirzachowki) - 69 KM

447.24

604194

1350.94

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Aggregate (Mirzachowki) - 69 KM

1290.92

1473869

1141.72

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Steel (Godda) - 31 KM

51.46

35913

697.9

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Bitumen (Bokaro) - 261 KM

1.11

3148

2836.9

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Bitumen Emulsion (Bokaro) - 261 KM

0.41

1163

2836.9

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GST @ 18%

14639386.43

2635089

0.18

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Labour cess @ 1%

17274475.99

172744

0.01



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