Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 2,42,07,388 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Filling Annular Space around footing in rock

15.68

3376

52937.25

... 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.

20.61

3376

69581.42

... 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

257.61

4378

1127893.86

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

19.48

87394

1702450.7

... 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

118.12

4630

547001.91

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

78.73

4782

376526.23

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

29.5

87744

2588474.55

... 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

161280

-

130636.8

... 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.

104

110

11492

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

324.12

874

283475.35

... 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.

130.86

1645

215303.96

... 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

191

5495

1049716.9

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

28.34

87893

2490910.29

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

25.16

10876

273652.74

... 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.

103.52

1987

205756.35

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

16

817

13086.4

... 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

3405

19514.32

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

16.49

8747

144247.92

... 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.

25.35

10290

260851.5

... 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

144

1158

166809.6

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

72

1840

132523.2

... 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

19.25

4168

80237.85

... More
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

0.15

88499

13274.93

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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.

4603.74

129

598025.83

... More
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.

225

52

11835

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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

180

1437

258768

... 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.

118.14

1701

200967.95

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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.

787.6

80

63244.28

... More
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.

787.6

12

9923.76

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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.

787.6

148

116879.84

... 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.

787.6

54

42609.16

... 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

32.55

1158

37705.92

... 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

150.4

57

8632.96

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

13.6

567

7722.08

... 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.

40.48

3376

136664.53

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

63.8

3458

220658.68

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

128.6

3468

446087.68

... 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.

80

110

8840

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

0.92

577

531.21

... 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

3

4168

12504.6

... 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

276

57

15842.4

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

18.4

567

10447.52

... 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.

18.4

3376

62120.24

... 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

110.7

4378

484677.81

... 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

42

4630

194497.8

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

5.16

87394

450957.17

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

6.72

87744

589645.73

... More
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

60.38

887

53557.06

... More
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.

469.56

129

60995.84

... More
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

46.96

1437

67509.7

... More
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

30

6388

191667

... More
Sand (Bajra Ghat) - 77 KM

582.74

1260

734695.28

... More
Cement (Dumka) - 84 KM

402.83

1190

479689.96

... More
Boulder (Pabiya) - 79 KM

388.19

1506

584711.19

... More
Aggregate (Pabiya) - 79 KM

1478.39

1290

1907891.86

... More
Steel (Dumka) - 84 KM

93.08

1190

110839.66

... More
Bitumen (Bokaro) - 224 KM

1.69

2492

4212.83

... More
Bitumen Emulsion (Bokaro) - 224 KM

0.63

2492

1570.46

... More
Hume Pipe (Godda) - 160 KM

30

1600

48000

... More
Add GST @ 18%

20311619.66

-

3656091.54

... More
Add Labour Cess GST @ 1%

23967711.2

-

239677.11



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