Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 4,56,64,284 
Notes
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Costs

Description

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Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)

223.86

1827346

8162.9

... More
Levelling Course for Pile Cap (PCC M15)

22.58

76898

3405.6

... More
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)

253.38

1088469

4295.8

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

5.26

17913

3405.64

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

7.52

32924

4378.3

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

129.3

598775

4630.9

... 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

200.78

960230

4782.5

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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.

150

16575

110.5

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

286.5

1574575

5495.9

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

15.76

137862

8747.6

... 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.

34.8

358092

10290

... 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

0.81

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Providing drainage spout complete as per drawing and technical specification

24

19629

817.9

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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

297026

1987.6

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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

547523

10876.5

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

56.62

4948293

87394.8

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

33.36

2927169

87744.9

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

42.51

3736365

87893.8

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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 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.

68.43

112587

1645.3

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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

195.59

226571

1158.4

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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.

15800.59

971420

61.48

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Compacting original ground supporting embankment (. Rolling with vibratory roller

686.25

42753

62.3

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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

686.25

986553

1437.6

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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).

343.13

583698

1701.1

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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)

2287.5

183686

80.3

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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.

2287.5

28822

12.6

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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)

2287.5

339465

148.4

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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.

2287.5

123753

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 )

278.64

322776

1158.4

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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 Depth upto 3m

827.2

47481

57.4

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Sand Filling in Foundation Trenches as per Drawing & Technical Specification

83.5

47411

567.8

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

222.64

751654

3376.1

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

350.9

1213622

3458.6

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

707.3

2453482

3468.8

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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.

594

65637

110.5

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

66

38108

577.4

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

16.5

68775

4168.2

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CARRAIGE PART Sand (Banari) (S-45 km)

2166.57

1699890

784.6

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Cement (Gumla) ( S- 95 km)

765.74

990178

1293.1

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Boulder (Ghaghra) ( S- 67 km)

1638.25

2162293

1319.88

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Aggregate (Ghaghra) ( S- 67 km)

2573.06

2861139

1111.96

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Steel (Gumla) ( S- 95 km)

157.81

204064

1293.1

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Bitumen (Bokaro) ( S- 265 km)

4.9

14083

2874.1

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Bitumen Emulsion (Bokaro) ( S- 265 km)

1.83

5259

2874.1

... More
GST @ 18%

38315391.66

6896770

0.18

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Labour cess @ 1%

45212162.16

452121

0.01



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