Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Apr 2023
Closing Date19 Apr 2023
Tender Amount₹ 3,54,95,584 
Notes
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Costs

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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M25 RCC Grade M25 using batching plant & Concrete pump

300.19

1289556

4295.8

... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

53.93

4713201

87394.8

... More
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.

1.54

147179

95570.8

... More
SUBSTRUCTURE Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump Height upto 5m

95.21

440907

4630.9

... More
Height 5 to 10m

60.75

290536

4782.5

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

26.25

2303303

87744.9

... More
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 Mort&H specification complete including all accessories as per drwaing and technical specifications

322560

261273

0.81

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

32

3536

110.5

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

87.42

76457

874.6

... More
Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification.

65.67

108046

1645.3

... More
SUPERSTRUCTURE RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m

312

1714720

5495.9

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

46.02

4044872

87893.8

... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

43.56

473780

10876.5

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

168.96

335824

1987.6

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Drainage Spouts complete as per drawing and Technical specification

32

26172

817.9

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump

5.73

19514

3405.64

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

16.49

144247

8747.6

... 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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PROTECTION WORK 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

315.91

365950

1158.4

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

157.95

290722

1840.6

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m PCC Grade M20 using batching plant, transit mixer & concrete pump

22.46

93617

4168.2

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APPROACH ROAD PART Clearing and Grubbing road land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of thorny jungle

0.23

19912

88499.5

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Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.

10001.71

1299222

129.9

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Compacting Original ground Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.

337.5

17752

52.6

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Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Rate per cum for grading-I Material

270

388152

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.

253.35

430973

1701.1

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Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

1689

135626

80.3

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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1689

21281

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.

1689

250647

148.4

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Seal Coat Case-II : 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.

1689

91374

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

85.59

99147

1158.4

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GUARD WALL PART Excavation for strucutres 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. Mechanical Means

447.2

25669

57.4

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Sand Filling in foundation trenches as per drawing & technical specification

44.16

25074

567.8

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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.

117.78

397637

3376.1

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)

207.36

717175

3458.6

... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed)

417.96

1449819

3468.8

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

80

8840

110.5

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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications

9.49

5479

577.4

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m PCC Grade M20 using batching plant, transit mixer & concrete pump

9.75

40639

4168.2

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Carriage of Materials Sand (Ajay River) - 18 P + 2 K Barakar

978.23

441181

451

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Cement - 80 KM

660.01

761387

1153.6

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Boulder(Pabiya) - 60 KM

1089.35

1319377

1211.16

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Aggregate (Pabiya)- 60 KM

2212.37

2229626

1007.8

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Steel - 80 KM

134.27

154893

1153.6

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Bitumen (Bokaro) - 200 KM

3.61

8193

2269.6

... More
Bitumen Emulsion (Bokaro) - 200 KM

1.35

3063

2269.6

... More
GST @ 18%

29783172.02

5360970

0.18

... More
Labour cess @ 1%

35144142.98

351441

0.01



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