Rural Development Department Tender

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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Construction Of High Level Bridge Over Damodar in Ramgarh, Jharkhand, with an estimated contract value of Rs. 8,72,06,300. The bid opening date for this tender is 05-09-2024 and the last date for bid submission is 11-09-2024. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Sep 2024
Closing Date11 Sep 2024
Tender Amount₹ 8,72,06,300 
Notes
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Costs

Summary

Construction Of High Level Bridge Over Damodar

Description

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BOQ Items

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Bitumen (Bokaro) ( S- 69 km,US-2km)

5.3

5684

1072.5

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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.

2475

133897

54.1

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Add GST @ 18 %

1

12827567

12827567.79

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CARRIGE PART Sand (Parsadih River) ( S- 17 km,US-2km)

3019.54

1213492

401.88

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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)

2475

198742

80.3

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

168

97003

577.4

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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)

858

4715482

5495.9

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Providing drainage spout complete as per drawing and technical specification

88

71975

817.9

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Excavation for structures in ordinary Rock not requiring blasting (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

1770.01

564279

318.8

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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.

101.4

1043406

10290

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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.

887040

718502

0.81

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

159.75

1737520

10876.5

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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

236.55

1131300

4782.5

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Compacting original ground supporting embankment (. Rolling with vibratory roller

742.5

46257

62.3

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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.

2475

31185

12.6

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Aggregate (Chutupalu) ( S- 37 km,US-2km)

4531.01

3169350

699.48

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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.)

78.57

265260

3376.1

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Bitumen Emulsion (Bokaro) ( S- 69 km,US-2km)

1.98

2123

1072.5

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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)

2475

367290

148.4

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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).

371.25

631533

1701.1

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Add L.Cess @ 1 %

1

840918

840918.33

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Cement (Patratu) ( S- 60 km,US-2km)

1553.38

1535982

988.8

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Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

5.58

533285

95570.8

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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

137.01

158712

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.

12389.79

761724

61.48

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

5.26

17913

3405.64

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PCC 1:3:6 in Annular Filling (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.)

462.22

1560500

3376.1

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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.

64.28

105759

1645.3

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

446.6

1544610

3458.6

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

283.36

956651

3376.1

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

126.56

11123839

87893.8

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Boulder (Chutupalu) ( S- 37 km,US-2km)

1796.45

1597672

889.35

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

283.98

1315082

4630.9

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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

177.96

206148

1158.4

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification

503.63

440474

874.6

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

111.62

9755007

87394.8

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

900.2

3122613

3468.8

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

79.87

343105

4295.8

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Sand filling in foundation trenches as per Drawing and Technical specification

106.26

60334

567.8

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Steel (Patratu) ( S- 60 km,US-2km)

384.85

380539

988.8

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

125.94

11050592

87744.9

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

15.76

137862

8747.6

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BRIDGE 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

2730.3

156719

57.4

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

21

87532

4168.2

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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)

71.4

582831

8162.9

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Levelling Course for Pile Cap (PCC M15)

7.08

24111

3405.6

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

1236.84

5415256

4378.3

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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.

441.2

876929

1987.6

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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

742.5

1067418

1437.6

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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.

146

16133

110.5



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