Rural Works Department Tender

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Rural Works Department Tender

Works
Eprocure
Opening Date11 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 2,91,67,520 
Notes
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Costs

Description

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BOQ Items

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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. 3.000 M to 6.000 M Depth Depth

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-

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Providing service road etc. all complete job as per specifications and direction of E/I.

-

-

-

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Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.

9.8

92451

906024.01

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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

395.2

17088

6753485.86

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.

18.1

1482

26824.92

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Sand Filling in Foundation Trenches as per Drawing & Technical Specification

12.3

953

11729.16

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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

12.3

7402

91053.83

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Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification

207.47

8576

1779302.14

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

53.71

64286

3452844.57

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Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght

62.8

8868

556958.76

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Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Beyond 5 m and upto 10m Hieght

0.98

9016

8835.92

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Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Upto 5 m Hieght

60.2

8868

533899.95

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Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Beyond 5 m and upto 10m Hieght

3.59

9016

32368.3

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Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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 accessories as per drawing and Technical Specifications.

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Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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 foce. Complete as per drawing and Technical Specifications.

84

139

11757.48

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Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification.

15.36

64495

990648.12

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Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )

155.63

1404

218590.12

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Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.

67.14

4924

330611.46

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Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab)

245.6

9521

2338441.1

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Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Above 10m Hieght (Solid Slab)

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Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Beyond 5 m and upto 10m Hieght (T Beam Slab)

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-

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Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Above 10m Hieght (T Beam Slab)

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-

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Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .

17.32

64703

1120667.39

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Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

20.28

13247

268653.42

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Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

73.72

2001

147565.32

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Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification

12

5397

64765.56

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Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

8.03

7402

59445.77

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Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

16.07

11721

188369.33

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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.

25.35

13178

334067.37

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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.

290.6

119

34584.31

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Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3

1500

-

1110

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Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.

1

5000

5000

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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

1.8

12119

21814.47

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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-

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Granular sub base Gr-II with close graded material as per MORTH CL. 401.

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-

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Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .

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-

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

52.81

4880

257736.04

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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 & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)

47.81

4880

233333.84

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Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5

23.9

5170

123568.98

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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.

132.9

122

16296.2

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Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications

127.02

7556

959868.55

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Supplying, fitting and placing HYSD Bar reinforcement in Foundation complete as per Drawing and Technical Specification.

1.55

64286

99644.56

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Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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 foce. Complete as per drawing and Technical Specifications.

28

139

3919.16

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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

0.05

73248

3662.44

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

1788.51

194

347400.18

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Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

196.35

196

38580.81

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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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)

68.85

4498

309740.31

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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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - II

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-

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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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III

23.91

6035

144300.2

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

318.75

41

13142.06

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Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.

318.75

14

4765.31

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Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means)

318.75

257

82100.44

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats

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-

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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone

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-

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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone

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-

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Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.

170

3222

547901.5

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Construction Cost -

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-

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Add GST @ 18%

1

4422928

4422928.32

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Add Cess @ 1%

1

241608

241608.03

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Add Seigniorage Fee

1

169413

169413.08

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Total Cost of Construction (A):-

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-

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Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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 accessories as per drawing and Technical Specifications.

-

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-

... 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 & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)

4.78

4880

23328.5

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Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5

2.39

5170

12356.9

... More
Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

1.61

11721

18872.1

... More
Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

2.03

13247

26891.84

... More
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.

2.54

13178

33472.63

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1st YEAR MAINTENANCE OF ROAD

1

3288

3288

... More
2nd YEAR MAINTENANCE OF ROAD

1

4626

4626

... More
3rd YEAR MAINTENANCE OF ROAD

1

5720

5720

... More
4th YEAR MAINTENANCE OF ROAD

1

7018

7018

... More
5th YEAR MAINTENANCE OF ROAD

1

8190

8190

... More
Construction Cost -

-

-

-

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Add GST @ 18%

1

26354

26354.48

... More
Add Cess @ 1%

1

1437

1437.64

... More
Add Seigniorage Fee

1

1212

1212.15



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