Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Dec 2024
Closing Date10 Dec 2024
Tender Amount₹ 4,16,67,890 
Notes
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Costs

Summary

Construction Of High Level Bridge Over River At Burmu Mukka Main Road Under Burmu Block In Ranchi District

Description

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PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

34.38

3376

116070.32

... More
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

5.26

3405

17913.67

... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

787.47

4378

3447779.9

... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m

164.59

4630

762199.83

... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height between 5m to 10m

46.94

4782

224490.55

... More
Providing weep holes in Brick masonry/ 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 specification.

234

110

25857

... More
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

286.5

5495

1574575.35

... More
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

15.76

8747

137862.18

... More
Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

33.8

10290

347802

... More
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

241920

-

195955.2

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Providing drainage spout complete as per drawing and technical specification

24

817

19629.6

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Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.

149.44

1987

297026.94

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

50.34

10876

547523.01

... More
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

40.7

87394

3556968.36

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

86.5

87744

7589933.85

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

42.51

87893

3736365.44

... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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.

100.07

1645

164645.17

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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

168.63

1158

195340.99

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APPROACH ROAD PART Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

6626.86

61

407419.15

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Compacting original ground supporting embankment (Rolling with vibratory roller)

326.25

62

20325.38

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Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. for Grading - III Material

326.25

1437

469017

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Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates 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 paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density).

163.13

1701

277500.44

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Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means)

1087.5

80

87326.25

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Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1087.5

12

13702.5

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Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm 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.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

1087.5

148

161385

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Seal Coat - 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.

1087.5

54

58833.75

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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

119.68

1158

138637.31

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GUARD WALL PART Excavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical means

460.52

57

26433.85

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Sand filling in foundation trenches as per Drawing and Technical specification

47.06

567

26720.67

... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

125.52

3376

423768.07

... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

201.84

3458

698083.82

... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

454.14

3468

1575320.83

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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

372

110

41106

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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications

40.6

577

23442.44

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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

8.7

4168

36263.34

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Prestressed/ Reinforced cement concrete grade 20 and above (By mechanical means)

117.6

887

104311.2

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CARRAIGE PART Sand (Kanchi River) ( S- 94 km)

1789.29

1513

2708484.06

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Cement (Ranchi) ( S- 38 km)

643.05

763

490647.15

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Boulder (Tupudana) ( S- 51 km)

1009.89

1071

1081975.95

... More
Aggregate (Tupudana) ( S- 51 km)

1889.43

873

1651135.09

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Steel (Ranchi) ( S-38 km)

176.43

763

134616.09

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Bitumen (Bokaro) ( S- 130 km)

2.33

1618

3771.34

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Bitumen Emulsion (Bokaro) ( S- 130 km)

0.87

1618

1408.18

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Add 18 % G.S.T

34962149.95

-

6293186.99

... More
Add 1% Labour Cess

41255336.94

-

412553.37



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