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 Date6 Sep 2024
Tender Amount₹ 3,37,80,867 
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

325.05

284288

874.6

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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.)

34.94

117960

3376.1

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M10) Annular Filling

69.74

235437

3376.1

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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump

7.88

26836

3405.64

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using batching plant,transit mixer & Concrete pump)

583.39

2554245

4378.3

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Plain /Reinforced Cement Concrete in Sub- Structure complete as per drawing and technical specifications (PCC Grade M25 using batching plant, transit mixer & concrete pump) Height Upto 5m

211.57

979771

4630.9

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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.

168

18564

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 T-Beam & Slab (Height between 5m to 10m)

244.8

1345396

5495.9

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

15.75

137774

8747.6

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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.

42.25

434752

10290

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Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

202910.4

164357

0.81

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Providing drainage spout complete as per drawing and technical specification

32

26172

817.9

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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.

150.96

300048

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.

38.52

418962

10876.5

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

28.41

2482886

87394.8

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

72.55

6365892

87744.9

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

39.52

3473211

87893.8

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Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm 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 drwaing and technical specification.

78.99

129962

1645.3

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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 )

39.56

45826

1158.4

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Approach Road Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.

810

105219

129.9

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Construction of Embankment with Material Deposited from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300- 2. Rate per cum after adding royalty @Rs 27.48/cum

1805.99

111032

61.48

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Construction of embankment with approved materials obtained from Borrow Pits 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.

4294

557791

129.9

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Compacting Original ground supporting sub- grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.

33.75

1775

52.6

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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 - I Material

225.79

324592

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.

210.94

358825

1701.1

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Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

1406.25

112921

80.3

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Tack Coat on Bituminous surfaces Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1406.25

17718

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.

1406.25

208687

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

1406.25

76078

54.1

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

100

54580

545.8

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Guard Wall 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.

60.4

3466

57.4

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Sand filling in foundation trenches as per Drawing and Technical specification

5.74

3259

567.8

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) PCC Grade M15 using batching plant & Concrete pump

15.32

51721

3376.1

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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)

22.1

76435

3458.6

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry (Coursed/uncoursed)

21.6

74926

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.

24

2652

110.5

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

28.17

16265

577.4

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Plain /Reinforced Cement Concrete in Sub- Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping PCC Grade M20 using batching plant, transit mixer & concrete pump

1.5

6252

4168.2

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Retaining Wall 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.

615.97

35356

57.4

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M10 using batching plant & Concrete pump

47.79

161343

3376.1

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, RCC Grade M25 using batching plant,transit mixer & Concrete pump

166.95

730957

4378.3

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Plain/Reinforced cement concrete in sub- strucutre complete as per drawing and Technical specifications RCC Grade M25 using batching plant, transit mixer & concrete pump

94.5

437620

4630.9

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

10.71

935998

87394.8

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

15.7

1377594

87744.9

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm 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.

126

207307

1645.3

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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.

274

30277

110.5

949.67

932765

982.2

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Cement

673.9

428196

635.4

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Boulder

48.07

28566

594.26

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Aggregate

2233.29

930745

416.76

166.89

106041

635.4

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Bitumen

3.01

5439

1807.2

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Bitumen Emulsion

1.13

2042

1807.2

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Goods & Service Tax (G.S.T.) @ 18%

12

5101993

1

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Labour Cess @1%

1

334464

1



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