Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 6,41,99,896 
Notes
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Costs

Description

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BOQ Items

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

134.21

11728906

87394.8

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

312.8

1448545

4630.9

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

39.65

3478909

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.

54

5967

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.

83.34

137119

1645.3

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

564480

457228

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.

668.5

3674009

5495.9

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

15.44

135062

8747.6

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

88.04

957567

10876.5

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

99.2

8718801

87893.8

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

5.29

18015

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.)

67.6

695604

10290

... More
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.

327.12

650183

1987.6

... More
Drainage Spouts complete as per Drawing and Technical Specification.

42

34351

817.9

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

150.03

131216

874.6

... More
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).

637.24

5201726

8162.9

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Providing Steel liner 10 mm thick for Curbs and 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.

38.36

3665618

95570.8

... More
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.)

82.14

12698

154.6

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Construction of Embankment 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

2329.46

302596

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.)

441

23196

52.6

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Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method) 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.

73.5

105663

1437.6

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Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place Method) 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.

119.07

171175

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.

110.25

187546

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)

735

59020

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)

735

9261

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.)

1966.2

291784

148.4

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Seal Coat (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. (Case-II : Type B)

1966.2

106371

54.1

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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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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.

608.96

34954

57.4

... More
Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.

121.79

411175

3376.1

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

318.21

1100561

3458.6

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

198.88

689874

3468.8

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

21.12

88032

4168.2

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

352

20324

57.74

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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.

176

19448

110.5

... More
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.

309.6

17771

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.)

19.8

66846

3376.1

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

81.9

358582

4378.3

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

42

194497

4630.9

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

3.27

286130

87394.8

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

6.11

536472

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

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Cement,GODDA 30 Km.(P) + 0 Km (K) .

1138.46

783943

688.6

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Steel,GODDA 30 Km.(P) + 0 Km (K) .

334.07

230039

688.6

... More
Sand,KAJHIYA RIVER 25 Km.(P) + 0 Km (K) .

1372.66

668485

487

... More
Chips,MIRJA CHOUKI 64 Km.(P) + 1 Km (K) .

2584.17

2846204

1101.4

... More
Boulder,RAMKOL 45 Km.(P) + 1 Km (K) .

517.09

524055

1013.47

... More
Aggregate,MIRJA CHOUKI 64 Km.(P) + 1 Km (K) .

327.18

388594

1187.71

... More
Bitumen ,Bokaro 256 Km.(P) + 0 Km (K) .

6.74

18807

2790.4

... More
GST @ 18%

53868011.72

9696242

0.18

... More
Labour cess @ 1%

63564253.83

635642

0.01



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