Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Aug 2024
Closing Date19 Aug 2024
Tender Amount₹ 2,71,20,131 
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

265.5

381682

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.

171.58

291874

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.

1143.85

91851

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.

1143.85

14412

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.

1143.85

169747

148.4

... More
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.

1143.85

61882

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

61.45

71183

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

601.6

34531

57.4

... More
Sand Filling in foundation trenches as per drawing & technical specification

54.36

30865

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.

161.92

546658

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)

255.2

882634

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)

514.4

1784350

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.

320

35360

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

12

50018

4168.2

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Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres By Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above

27.3

24215

887

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Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Dismantling stone masonry By Mechanical means Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

522.19

70182

134.4

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Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.

262.5

34098

129.9

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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

26.25

37737

1437.6

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Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia

22.5

143750

6388.9

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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

1735.31

99606

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.

213.95

722316

3376.1

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M25 RCC Grade M25 using batching plant,transit mixer & Concrete pump

131.51

575790

4378.3

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump

884.54

4096216

4630.9

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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

64.01

5616551

87744.9

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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.

391

43205

110.5

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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Sandy material

578.09

505597

874.6

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Providing and laying of filter media with granular materials/stones 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 drwaing and technical specification.

170.96

281280

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

18

195777

10876.5

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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.

64

127206

1987.6

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Drainage Spouts complete as per drawing and Technical specification

16

13086

817.9

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump

8.32

28334

3405.64

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

15.96

139611

8747.6

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Carriage of Material Sand (Local) - 16 KM

1065.79

417235

391.48

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Cement (Deoghar) - 58 KM

653.07

619763

949

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Boulder - 33 KM

908.01

718980

791.82

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Aggregate - 102 KM

2063.22

3368743

1632.76

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Steel (Deoghar) - 58 KM

66.6

63203

949

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Bitumen (Bokaro) - 172 KM

2.45

4922

2009.2

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Bitumen Emulsion (Bokaro) - 172 KM

0.92

1848

2009.2

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Hume Pipe (Godda) - 108 KM

22.5

27295

1213.12

... More
GST @ 18%

22755605.53

4096009

0.18

... More
Labour cess @ 1%

26851614.52

268516

0.01



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