Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Aug 2024
Closing Date2 Sep 2024
Tender Amount₹ 87,55,262 
Notes
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Costs

Description

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BOQ Items

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification

409.88

262285

639.9

... More
PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

12.67

42776

3376.1

... More
plain/Reinforced cement concreate in open foundation complete as per drawing and technical specification,(pcc Grade m15) annular filling.

86.64

325267

3754.4

... More
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

4.62

16678

3610.04

... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

112.91

519896

4604.6

... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m

72.52

335827

4630.9

... More
Providing weep holes in Brick masonry/ 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 specification.

48

5304

110.5

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Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC Solid Slab (Height between 5m to 10m)

88.9

469805

5284.5

... More
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

18.9

165329

8747.6

... More
Filler Joint Providing & fixing 2mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. Clause 1207.2.2

16.5

61023

3698.4

... More
Filler Joint Providing & fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

16.5

4436

268.9

... More
Filler Joint Providing & fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

16.5

2998

181.7

... More
Filler Joint Providing & filling joint sealing compund as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

16.5

442

26.8

... More
Providing drainage spout complete as per drawing and technical specification

12

9564

797

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Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.

37

73541

1987.6

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

7.55

82103

10876.5

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

11.96

1045416

87394.8

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

6.4

561567

87744.9

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

10.99

965777

87893.8

... More
Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

14.4

23692

1645.3

... More
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

14.4

55144

3829.5

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APPROACH ROAD PART Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials 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.

1680.84

103338

61.48

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Compacting original ground supporting embankment (Rolling with vibratory roller)

221.85

7631

34.4

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Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - III Material

16.88

28355

1680.3

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Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

16.88

28236

1673.3

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Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

603

93223

154.6

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

16.88

90456

5360.4

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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 ) Cement concrete block of size 0.3 x 0.3 x0.3 of m15

2.88

11028

3829.5

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GUARD WALL PART Excavation for structures in ordinary soil (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 bockfilling with approved material) Manual means.

162.84

9347

57.4

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Sand filling in foundation trenches as per Drawing and Technical specification

15.3

8687

567.8

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

195.46

125074

639.9

... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC M15)

40.8

153179

3754.4

... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

74.14

256434

3458.6

... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

57.84

200635

3468.8

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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

39

4290

110

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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications

45.5

2627

57.74

... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

1.98

8236

4168.2

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CARRAIGE PART sand-25 KM

288.43

140465

487

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CEMENT FROM JAMSHEDPUR- 80 KM

307.96

355262

1153.6

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Boulder (hata ) -50 KM

150.33

158725

1055.85

... More
Aggregate (hata ) -50.00KM

421.04

361673

859

... More
STEEL FROM JAMSHEDPUR- 80.00 KM

29.35

33860

1153.6

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moorum ( S- 6 km)

84.15

14881

176.85

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metal from hata- 50.00 km

77.98

69523

891.55

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c.c.block (s-50.00 km)

17.28

18968

1097.7

... More
Goods & Services Tax (G.S.T.) - 18%

7346251.09

1322325

0.18

... More
Labour Cess - 1%

8668576.28

86685

0.01



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