Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date5 Oct 2024
Closing Date16 Oct 2024
Tender Amount₹ 3,08,81,253 
Notes
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Costs

Summary

Construction Of Bridge Over Gurha Nalla Between Gram Aktan And Mantuba Path Under Burmu Block In Ranchi District

Description

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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

449.92

143434

318.8

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

260.81

228104

874.6

... More
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.)

28.12

94935

3376.1

... More
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.)

96.31

325152

3376.1

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

580.06

2539676

4378.3

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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

137.66

637489

4630.9

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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.

106

11713

110.5

... 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)

234

1286040

5495.9

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

15.76

137862

8747.6

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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.

33.8

347802

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.

131.44

261250

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.

48.84

531208

10876.5

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

23.75

2075626

87394.8

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

57.32

5029537

87744.9

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

34.52

3034093

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.

60.74

99935

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

86.61

100329

1158.4

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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surface)

491.11

34525

70.3

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Painting on Concrete Surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 sqm)

871.8

70092

80.4

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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.

7670.39

471575

61.48

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Compacting original ground supporting embankment (Rolling with vibratory roller)

573.75

35744

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

573.75

824823

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).

286.88

488011

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)

1912.5

153573

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.

1912.5

24097

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)

1912.5

283815

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.

1912.5

103466

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

49.28

57085

1158.4

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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

374.82

21514

57.4

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Sand filling in foundation trenches as per Drawing and Technical specification

38.16

21667

567.8

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M10 )

101.78

343619

3376.1

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

162.7

562714

3458.6

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

354.86

1230938

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.

260

28730

110.5

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

7.2

30011

4168.2

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Sand (Chapar) S-35km

1151.39

732053

635.8

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Cement (Ranchi) S-47km

480.85

407135

846.7

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Boulder (Tupudana) S-56km

705.21

810314

1149.04

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Aggregate (Tupudana) S-56km

1939.4

1839094

948.28

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Steel (Ranchi) S-47km

121.87

103187

846.7

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Bitumen (Bokaro) S-148km

4.09

7304

1786

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Bitumen Emulsion (Bokaro) S-148km

1.53

2732

1786

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Add 18 % G.S.T

25911438.68

4664058

0.18

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Add 1% Labour Cess

30575497.64

305754

0.01



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