Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date21 Sep 2024
Closing Date27 Sep 2024
Tender AmountRefer Documents 
Notes
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Costs

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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. Ordinary Rock ( not requiring blasting) Mechanical Means

387.76

318

123617.89

... More
Filling Annular Space around footing in rock

119.53

3376

403545.23

... More
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.

20.61

3376

69581.42

... More
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M25 RCC Grade M25 using batching plant,transit mixer & Concrete pump

263.23

4378

1152499.91

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

24.82

87394

2169138.94

... More
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 Sub-Total For Upto 5 m=

132.11

4630

611788.2

... More
Sub-Total For 5 m to 10 m=

73.42

4782

351131.15

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

36.21

87744

3177242.83

... 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

101455.2

-

82178.71

... 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.

124

110

13702

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

332.83

874

291093.12

... 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.

134.29

1645

220947.34

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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

122.4

5495

672698.16

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

19.76

87893

1736781.49

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

19.25

10876

209372.63

... 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.

82.52

1987

164016.75

... More
Drainage Spouts complete as per drawing and Technical specification

16

817

13086.4

... More
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

3405

19514.32

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

16.49

8747

144247.92

... 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.

25.35

10290

260851.5

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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

168

1158

194611.2

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

72

1840

132523.2

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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

14.4

4168

60022.08

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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

0.15

13274

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.

3862.26

129

501707.57

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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.

225

52

11835

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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

180

1437

258768

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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.

118.14

1701

200967.95

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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.

787.6

80

63244.28

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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.

787.6

12

9923.76

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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.

787.6

148

116879.84

... More
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.

787.6

54

42609.16

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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

30.37

1158

35180.61

... More
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

376

57

21582.4

... More
Sand Filling in foundation trenches as per drawing & technical specification

33.96

567

19282.49

... More
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.

101.2

3376

341661.32

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

159.52

3458

551715.87

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

321.52

3468

1115288.58

... 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.

200

110

22100

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

2.3

577

1328.02

... More
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 For Coping

7.5

4168

31261.5

... More
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. Ordinary soil Manual Means Depth 3 m to 6 m

429

57

24624.6

... More
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.

56.54

3376

190884.69

... More
Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump

48.03

4630

222422.13

... More
Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grade M25 RCC Grade M25 using batching plant, transit mixer & concrete pump

124.64

5262

655905.54

... More
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications

12.51

87595

1095824.71

... More
Providing weep holes in Brick masonary/ 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 specifications.

154

110

17017

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

198.07

639

126744.99

... More
Providing and laying of Filter media with granular materials/stone 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 drawing and Technical Specification.

70.77

1645

116437.88

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

6.19

9753

60372.93

... 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.

22

1987

43727.2

... More
Drainage spouts complete as per Drawing and Technical Specifications.

2

817

1635.8

... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump

8.71

3405

29662.78

... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.

16.7

8647

144411.58

... More
Sand - 17 KM Local

782.14

406

317830.41

... More
Cement - 25 KM Sariya

498.11

642

319836.43

... More
Boulder - 51 KM (Nimiaghat)

727.51

1071

779439.66

... More
Aggregate - 51 Km (Nimiaghat)

1758.42

873

1536648.07

... More
Steel - 25 KM Sariya

97.22

642

62424.96

... More
Bitumen - 95 KM Bokaro

1.69

1293

2185.34

... More
Bitumen Emulsion -95 KM Bokaro

0.63

814

1293.1

... More
Add. 18% GST

21448110.9

-

3860659.96

... More
Add. 1% Labour Cess

25308770.86

-

253087.71



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