Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Sep 2024
Closing Date10 Sep 2024
Tender Amount₹ 3,42,27,397 
Notes
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Costs

Description

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BOQ Items

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Filling Annular Space around footing in rock

19.19

64787

3376.1

... More
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.

26.69

90108

3376.1

... More
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

338.78

1483280

4378.3

... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

25.32

2212836

87394.8

... More
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 Sub-Total For Upto 5 m=

140.5

650641

4630.9

... More
Sub-Total For 5 m to 10 m=

129.46

619142

4782.5

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

37.06

3251825

87744.9

... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications

241920

195955

0.81

... More
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.

108

11934

110.5

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

372.39

325692

874.6

... More
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.

149.86

246564

1645.3

... More
RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m

286.5

1574575

5495.9

... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

42.51

3736365

87893.8

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

37.73

410370

10876.5

... More
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.

148.24

294641

1987.6

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Drainage Spouts complete as per drawing and Technical specification

24

19629

817.9

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

5.73

19514

3405.64

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

16.49

144247

8747.6

... More
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.

33.8

347802

10290

... More
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

136.8

158469

1158.4

... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

68.4

125897

1840.6

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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

21.63

90158

4168.2

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Clearing and Grubbing road land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of thorny jungle

0.28

24779

88499.5

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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.

14561.1

1891486

129.9

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Compacting Original ground Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.

416.25

21894

52.6

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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

333

478720

1437.6

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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.

213.77

363644

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.

1425.1

114435

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.

1425.1

17956

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.

1425.1

211484

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.

1425.1

77097

54.1

... More
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

57.93

67106

1158.4

... More
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

376

21582

57.4

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

33.96

19282

567.8

... More
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.

101.2

341661

3376.1

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

159.52

551715

3458.6

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

321.52

1115288

3468.8

... More
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.

200

22100

110.5

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

2.3

1328

577.4

... More
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

7.5

31261

4168.2

... More
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

429

24624

57.4

... More
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.

56.54

190884

3376.1

... More
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

48.03

210289

4378.3

... More
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

124.64

577195

4630.9

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

13.74

1205614

87744.9

... More
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.

154

17017

110.5

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

198.07

173232

874.6

... More
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.

70.77

116437

1645.3

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

6.19

67325

10876.5

... More
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.

22

43727

1987.6

... More
Drainage Spouts complete as per drawing and Technical specification

2

1635

817.9

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

8.71

29663

3405.64

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

16.7

146084

8747.6

... More
Sand (Koil River) - 32 Km

929.82

585377

629.56

... More
Cement (Ranchi) - 110 Km

611.9

876607

1432.6

... More
Boulder (Ghaghra) - 48 Km

723.87

741814

1024.79

... More
Aggregate (Gahghra) - 48 Km

2302.37

1909217

829.24

... More
Steel (Ranchi) - 110 Km

125.21

179375

1432.6

... More
Bitumen (Bokaro) - 271 Km

3.05

8936

2929.9

... More
Bitumen Emulsion (Bokaro) - - 271 Km

1.14

3340

2929.9

... More
Add Gst 18%

1

5169434

5169434.03

... More
Add Gst 1%

1

338885

338885.12



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