Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 Jul 2024
Closing Date5 Aug 2024
Tender Amount₹ 89,57,017 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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

162.55

104015

639.9

... 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)

12.67

42776

3376.1

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

84

315355

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
Plaing/Reinforced cement concrete in foundation complete as per drawing and technical specification (RCC Grade M25 using concrete Mixer)

105.01

483519

4604.6

... More
Plaing/Reinforced cement concrete in foundation complete as per drawing and technical specification (RCC Grade M25 using concrete Mixer) Height upto 5 M

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

... More
Furnishing and placing reinforcement /prestressed cement concrete in super-structure as per drawing and technical specification, RCC Grade M30 RCC Solid Slab (Height between 5 M to 10 M)

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 2 mm thick corrugated copper plae in expansion joint complete as per drawing & Techncial specification. Clause 1207.2.2

16.5

61023

3698.4

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

16.5

2998

181.7

... More
Filler Joint Providing & Filling joint sealing compound as per drawings and technical specification 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

... More
Construction of ralling of M30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

37

73541

1987.6

... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification.

7.55

82106

10876.5

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

11.13

972267

87394.8

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

6.4

561780

87744.9

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

9.42

827783

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

... More
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

1000.5

61510

61.48

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Compacting original ground supporting embankment (Rolling with vibratory roller)

130.5

4489

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 surface, mixing by mix in place method with rotavatory at OMC, and compacting with vibratory roller to achieve the desire density, complete as per clause 401) For Grading- III Material

84.38

141775

1680.3

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Water bound macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones/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)

84.38

141184

1673.3

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Excavation in soil with Dozer with lead uptp 1000 meters 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.

168.75

26088

154.6

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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 line and grades as per drawing.

84.38

452283

5360.4

... 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. (Stone/boulder) Cement concrete block of size 0.3x0.3x0.3 of m15

2.88

11028

3829.5

... More
GUARD WALL PART Excavation for structures in ordinary soil (Earth work in exavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deterious matter, dressing of sides and bottom and backfilling witgh approved material) Manual means

163.2

9367

57.4

... More
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 open foundation complete as per drawing and technical specification (PCC Grade M15) annular filling.

40.8

153179

3754.4

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

74.2

256628

3458.6

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

57.84

200635

3468.8

... 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.

39

4290

110

... More
Pointing with cement mortar (1:3) on brickwork in substructure as per technical specification.

45.5

2627

57.74

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification (PCC Grade M20) for coping

1.98

8236

4168.2

... More
Carriage of Material

-

-

-

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Sand (Kuju) (S - 32 Km)

283

167298

591.16

... More
Cement+Steel from Jamshedpur (62 KM)

245.02

241633

986.2

... More
Boulder (Hata) (S-56 Km)

132.04

151719

1149.04

... More
Stone Chips (Hata) (S-55 Km)

606.93

566508

933.4

... More
Moorum (S-12 Km)

31.5

8298

263.43

... More
Metal from Hata 55 Km

110.73

107320

969.21

... More
Total

7496489.4

7496489

1

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Add: 18% GST

7496489.4

1349368

0.18

... More
Total Amount

8845857.49

8845857

1

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Add : 1% Labour Cess

8845857.49

88458

0.01

... More
Add for Sign Board & Contigencies

1

22700

22700



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