Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Sep 2024
Closing Date12 Sep 2024
Tender Amount₹ 3,37,47,289 
Notes
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Costs

Description

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BOQ Items

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Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications

485.88

2127328

4378.3

... More
Filling Annular Space Around footing in Rock (in PCC M10).

143.17

483356

3376.1

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

29.41

2570018

87394.8

... More
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.

137.21

635405

4630.9

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

37.42

3283589

87744.9

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.

70

7735

110.5

... More
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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.

111.91

184125

1645.3

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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 MoRTH specifications complete including all accessrories as per drawing and Technical Specifications.

322560

261273

0.81

... More
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.

382

2099433

5495.9

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

15.75

137774

8747.6

... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.

50.31

547196

10876.5

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

56.69

4982699

87893.8

... More
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.

5.25

17879

3405.64

... 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.)

42.25

434752

10290

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

192.96

383527

1987.6

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Drainage Spouts complete as per Drawing and Technical Specification.

32

26172

817.9

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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification

164.33

143723

874.6

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CONSTRUCTION OF APPROACH ROAD Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)

127.65

19734

154.6

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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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) Rolling with Vibratory roller

3357.92

436193

129.9

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Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

605.25

31836

52.6

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Granular Sub-Base (Shoulder) with Coarse Graded Material Gr-I Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

92.81

133423

1437.6

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Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

163.42

234932

1437.6

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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.

151.31

257393

1701.1

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Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)

1008.75

81002

80.3

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Tack coat on Bituminus surfaces (Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).(in Two Layers)

1008.75

12710

12.6

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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.)

1736.85

257748

148.4

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Seal Coat (Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels,grade andcross fall using Type A seal coats.

1736.85

93963

54.1

... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. (2x2x25 Nos. = 100 Nos.)

100

54580

545.8

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Protective Work 1(RCC Retaining Wall): 40 M: 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.

395.6

22707

57.4

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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.)

25.8

87103

3376.1

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Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.

110

481613

4378.3

... More
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications. (Stem)

52.5

243122

4630.9

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

5.25

458647

87394.8

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

7.52

659490

87744.9

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.

60

6630

110.5

... More
Protective Work 2(Guard Wall): 198 M : 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.

359.37

20627

57.4

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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.)

71.87

242640

3376.1

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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.

192.46

665642

3458.6

... More
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.

150.48

521985

3468.8

... More
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification

11.88

49518

4168.2

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Pointing with cement mortar (1:3) on stone work as per Technical specifications.

247.5

14290

57.74

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.

99

10939

110.5

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CARRIAGE OF MATERIALS Cement, SIMDEGA 29 Km.(P) + 1 Km (K)

649.66

455151

700.6

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Steel, SIMDEGA 29 Km.(P) + 1 Km (K)

144.32

101113

700.6

... More
Sand, LOCAL 14 Km.(P) + 1 Km (K) .

823.37

294272

357.4

... More
Chips, BARSALOIYA 79 Km.(P) + 1 Km (K)

1665.45

2206055

1324.6

... More
Boulder, BARSALOIYA 79 Km.(P) + 1 Km (K)

342.94

528648

1541.52

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Aggregate, BARSALOIYA 79 Km.(P) + 1 Km (K)

438.31

626976

1430.44

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Bitumen , BOKARO 284 Km.(P) + 1 Km (K)

6.24

19169

3072.1

... More
GST @ 18%

28316234.8

5096922

0.18

... More
Labour cess @ 1%

33413157.06

334131

0.01



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