Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Dec 2024
Closing Date17 Dec 2024
Tender Amount₹ 3,14,42,936 
Notes
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Costs

Description

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BOQ Items

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Plain/Reinforced cement concrete (PCC Grade M10) in open foundation complete as per drawing and technical specifications.

28.28

3376

95476.11

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

533.06

4378

2333896.6

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

186

3376

627954.6

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

25.07

87394

2190812.85

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

152.49

4630

706165.94

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

40.58

87744

3560424.81

... 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.

100

110

11050

... 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.

152.19

1645

250398.21

... 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.

241920

-

195955.2

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

286.5

5495

1574575.35

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

15.75

8747

137774.7

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

37.73

10876

410370.35

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

42.51

87893

3736365.44

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

5.25

3405

17879.61

... 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.)

33.8

10290

347802

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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.

148.24

1987

294641.82

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

24

817

19629.6

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

385.36

874

337035.86

... More
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.)

123.64

154

19114.74

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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

3367.17

129

437395.38

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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.)

508.5

52

26747.1

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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.

77.97

1437

112089.67

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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.

137.3

1437

197382.48

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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.

127.13

1701

216260.84

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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)

847.5

80

68054.25

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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)

847.5

12

10678.5

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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.)

1407.9

148

208932.36

... More
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.

1407.9

54

76167.39

... 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

545

54580

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Protective Work 1(RCC Retaining Wall) 50 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.

526.75

57

30235.45

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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.)

34.5

3376

116475.45

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

158.13

4378

692340.58

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

80

4630

370472

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

7.12

87394

622338.37

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

10.23

87744

897279.35

... 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.

100

110

11050

... More
RCC Retaining Wall (1.5m High) 80 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.

277.2

57

15911.28

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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.)

21.6

3376

72923.76

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

88.2

4378

386166.06

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

36

4630

166712.4

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

3.6

87394

314271.7

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

4.92

87744

431529.42

... 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.

80

110

8840

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CARRIAGE OF MATERIALS Cement, SIMDEGA 22 Km.(P) + 0 Km (K) .

640.66

614

393493.37

... More
Steel, SIMDEGA 22 Km.(P) + 0 Km (K) .

140.3

614

86172.87

... More
Sand, LOCAL (DEO RIVER) 24 Km.(P) + 1 Km (K) .

754.27

506

381811.47

... More
Chips, KOLEBERA BARASLOYA 75 Km.(P) + 0 Km (K) .

1739.82

1231

2141718.42

... More
Aggregate, KOLEBERA BARASLOYA 75 Km.(P) + 0 Km (K) .

426.41

1328

566549.65

... More
Bitumen , BOKARO 275 Km.(P) + 0 Km (K) .

5.08

2967

15072.87

... More
Add @ 18% of GST

26382728.37

-

4748891.11

... More
Add 1% of Labour Cess

31131619.47

-

311316.19



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