Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Oct 2024
Closing DateCancelled
Tender Amount₹ 5,25,73,279 
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.

75.22

87394

6573836.86

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

408.75

4630

1892880.37

... More
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.(Height 5m to 10m)

153.25

4782

732918.12

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

55.14

87744

4838604.77

... 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.

74

110

8177

... 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.

108.43

1645

178399.88

... 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

-

457228.8

... 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

5495

3674009.15

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

15.23

8747

133225.95

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

88.04

10876

957567.06

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

99.2

87893

8718801.28

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

5.22

3405

17777.44

... 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

10290

695604

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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.

327.12

1987

650183.71

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Drainage Spouts complete as per Drawing and Technical Specification.

42

817

34351.8

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

205.26

874

179520.4

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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).

277.2

8162

2262755.88

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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.

10.65

95570

1018211.3

... More
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.)

773.32

154

119555.27

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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

2504.54

129

325339.75

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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.)

506.25

52

26628.75

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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.

84.38

1437

121304.69

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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.

136.69

1437

196505.54

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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.

126.56

1701

215291.22

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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)

843.75

80

67753.13

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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)

843.75

12

10631.25

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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.)

2074.95

148

307922.58

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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)

2074.95

54

112254.8

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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

545

54580

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Protective Work 1(Guard Wall):192 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.

348.48

57

20002.75

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

69.7

3376

235314.17

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

186.62

3458

645443.93

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

145.92

3468

506167.3

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

11.52

4168

48017.66

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

240

57

13857.6

... 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.

96

110

10608

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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

57

22707.44

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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

3376

87103.38

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

99.9

4378

437392.17

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

42

4630

194497.8

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

4.32

87394

377720.33

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

6.11

87744

536472.32

... 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

110

6630

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CARRIAGE OF MATERIALS Cement,SIMDEGA 48 Km.(P) + 2 Km (K) .

1020.19

898

916742.73

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Steel,SIMDEGA 48 Km.(P) + 2 Km (K) .

263.91

898

237145.93

... More
Sand,LOCAL 7 Km.(P) + 3 Km (K) .

1210.32

321

388996.85

... More
Chips,KOLEBERA BARASLOYA 42 Km.(P) + 3 Km (K) .

2425.93

842

2043118.25

... More
Boulder,KOLEBERA BARASLOYA 41 Km.(P) + 4 Km (K) .

332.54

1058

351847.27

... More
Aggregate,KOLEBERA BARASLOYA 42 Km.(P) + 3 Km (K) .

388.35

905

351779.08

... More
Bitumen ,Bokaro 268 Km.(P) + 2 Km (K) .

7.17

2944

21112.78

... More
Add @ 18% of (A) for GST

44112501.12

-

7940250.2

... More
Add 1% of (C) for Labour Cess

52052751.32

-

520527.51



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