Ministry Of Road Transport And Highways Tender

View complete overview of Manipur MORTH Tender

Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Eprocure
Opening Date18 Apr 2018
Closing Date2 Jun 2018
Tender Amount₹ 34,79,23,784 
Notes
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Costs

Summary

Strengthening of the existing two lane pavement and providing paved shoulder

Description

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BOQ Items

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Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to site, laying uniform layers in base courses on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc.. (By Mechanical Means)

7859.43

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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 using mechanical means.

31437.72

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Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

9986.5

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Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

3994.63

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

2333.63

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Reinforced cement concrete M15 kilometre stone of standard design fixed in position including painting & printing letters etc. b) Ordinary kilometre stone a) 5th Km Stone

2

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b) Ordinary Km Stone

8

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Reinforced cement concrete M15 stone 200 metres of standard design fixed in position including fixing but excluding painting & printing letters etc.

40

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Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

-

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ii) Light Reflecting Lense Type

5113

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 m thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

-

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90 cm equilateral triangle

20

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60 cm equilateral triangle

30

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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 concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing

4.32

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SH (B) :- Construction of 1.5 m span RCC Slab Culvert

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres.(a) Ordinary Soil

3772.99

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f) Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

205.95

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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

832.65

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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.

833.85

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.

88.04

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

75.47

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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.

31.44

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Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars

25.39

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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.

390

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Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12mm. wide.

23645.7

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Random rubble masonary (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5m. and 1.5m. above ground/bed level.

84.24

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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.

694.28

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Providing, laying a compacting granular base/sub-base according to lines grades & cross sections by using naturally occurred sand gravel/conforming to IRC Grading-II of MOST specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tone capacity in layers not exceeding 150mm (Spread thickness) i/c rolling of the road surface to proper level & grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge

124.52

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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and rolling making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. i) IRC Gr-II

34.13

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ii) IRC Gr-III

72.15

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Painting two coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

123.24

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SH (C) :- Widening of existing 1 m span RCC Slab Culverts

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres. (a) Ordinary Soil

606.08

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Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

43.06

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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

172.98

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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.

192.59

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.

2.34

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-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

5.76

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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.

2.88

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Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars

2.51

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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.

40

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-

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Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12mm. wide.

1152

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Random rubble masonary (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5m. and 1.5m. above ground/bed level.

6.48

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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.

190.61

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Painting two coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

42.56

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SH (D) :- Construction of 2 m span RCC slab Culverts

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres. (a) Ordinary Soil

598.78

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-

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Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

34.26

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-

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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

135.84

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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.

129.04

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-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.

13.55

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-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

16.64

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-

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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.

5.81

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-

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Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars

4.42

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-

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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.

60

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Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12mm. wide.

3689.4

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Random rubble masonary (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5m. and 1.5m. above ground/bed level.

12.96

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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.

104.88

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Providing, laying a compacting granular base/sub-base according to lines grades & cross sections by using naturally occurred sand gravel/conforming to IRC Grading-II of MOST specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tone capacity in layers not exceeding 150mm (Spread thickness) i/c rolling of the road surface to proper level & grades 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge

19.16

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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and rolling making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. i) IRC Gr-II

3.68

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ii) IRC Gr-III

7.78

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Painting two coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

21.76

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SH (E) :- Construction of RCC drain with cover and approach culverts at selected Bazar area.

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres.

-

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(a) Ordinary Soil

1655.92

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Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

159.92

-

-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.

730.9

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-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

170.8

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-

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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.

6.73

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-

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Steel reinforcement for R.C.C. works including bending, binding and placing in position. HYSD Bar

58.97

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-

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Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12mm. wide.

6969

-

-

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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting

26.22

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-

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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15 cm layers, including running watering and consolidation lead 30m.

278.37

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SH (F) :-Construction of CC Drain at selected stretches in between km 402.000 to km 412.000

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres.

-

-

-

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(a) Ordinary Soil

1061.78

-

-

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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

1179.75

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Laying reinforced cement concrete pipes N.P.-3 for culverts including pointing ends and fixing collar with cement motar 1:2.

100

-

-

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SH :- (G) , Widening of Minor-Bridges at km. 404.253 & Km. 405.799

-

-

-

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Dismantling upto 1.5 m in foundation & or 1.5 m above ground level including T & P & scaffolding wherever necessary , sorting te dismantled materials, disposal of the unserviceable materials and checking the serviceable material within a lead of 100. 00 metres. (A) CC 1.3.6.

198

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(B) RCC

3.38

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres. (A) Ordinary soil (a) Abutment Section Depth :- 0 -3 m

321.9

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Depth :- 3 -6 m

441.03

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Depth Above :- 6.00 m

441.03

-

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(B)Wing –wall section

358.8

-

-

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Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

18.39

-

-

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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.

184.54

-

-

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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.

290.14

-

-

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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.

12.78

-

-

... More
Reinforced cement concrete M-25 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.

51.06

-

-

... More
Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.

6.9

-

-

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Reinforced concrete railing M-30 Grade complete as per drawing and technical specifications.

38.4

-

-

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Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars

10.84

-

-

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Drainages Spouts complete as per drawing and technical specification

8

-

-

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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.

140.8

-

-

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Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12mm. wide.

2079

-

-

... More
Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting. (a) Selected Granular Materials

256.17

-

-

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(b) Filter Media behind Abutment , Wing wall & Return-wall

44.4

-

-

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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

150.08

-

-

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Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2.00 m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposdal of surplus soil as directed within a lead of 30.00 metres.

1510.75

-

-

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Cement concrete for plain concrete / reinforced concrete in open foundation including cost of form – work complete as per drawing & technical specifications.

271.74

-

-

... More
Flooring Complete as per drawing and technical specifications.

64.24

-

-

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Laying Apron Compete as per drawing and Technical speifications.

152.55

-

-

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SH (H) :-Construction of Protection wall at different location in between km 402.00 to km 412.00

-

-

-

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Earthwork in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30.00 metres.

840.96

-

-

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f) Cement concrete 1:4:8 mix with aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level

128.48

-

-

... More
Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.

1478.25

-

-

... More
Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars

4.09

-

-

... More
Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.

1476.2

-

-

... More
Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm. thick including watering and compacting.

1293.6

-

-

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Painting two coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

182.5

-

-

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SH :- (I) , Shifting of the utility services.

-

-

-

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Dismantling of the CI pipes including excavation and refilling trenches after taking out the pipes breaking lead chalked joints , melting of the lead and making into blocks including stacking of the pipes at sites within 50.00 metres lead

-

-

-

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(a) 250 mm

4170

-

-

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(b) 200 mm

1640

-

-

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(c)250 mm

490

-

-

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(d)250 mm

4160

-

-

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Labour-charges for cutting CI /DI pipes with steel saws

-

-

-

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(a) 250 mm

40

-

-

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(b) 200 mm

40

-

-

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(c)250 mm

20

-

-

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(d)250 mm

40

-

-

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Earthwork in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30.00 metres. (A) Ordinary soil

14644

-

-

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Carriage charges of the excavated earth by mechanical transport incluing loading, unloading & stacking for a mechanical lead of 3.00 km

14644

-

-

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Labour charges for laying in trenches centrifugally casted electro sppon CI /DI socket and spigot pipes .(EW in excavation in foundation trenches shall be measured and pay for separately)

-

-

-

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(a) 250 mm

4170

-

-

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(b) 200 mm

1640

-

-

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(a) 250 mm

490

-

-

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(a) 250 mm

4160

-

-

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Transportation charges of the DI pipes by mechanical transport including loading & unloading

-

-

-

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(a) 250 mm

1718

-

-

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(b) 200 mm

492

-

-

... More
(c) 250 mm

146

-

-

... More
(d) 250 mm

1248

-

-

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Providing lead chalked /Cement rubber Gasket joint to spun Iron/CI pipe and fitting i/c. testing the joint and excluding the cost of layed / cement rubber gasket

-

-

-

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(a) 250 mm

740

-

-

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(b) 200 mm

420

-

-

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(c) 250 mm

120

-

-

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(d) 250 mm

680

-

-

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Cost of the tycoon rubber

-

-

-

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(a) 250 mm

740

-

-

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(b) 200 mm

320

-

-

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(c) 250 mm

90

-

-

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(d) 250 mm

530

-

-

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Cost of DI pipes

-

-

-

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(a) 250 mm

1200

-

-

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(b) 200 mm

4550

-

-

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(c) 250 mm

120

-

-

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(d) 250 mm

980

-

-

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P/Fitting CI Sluice valves

-

-

-

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(a) 250 mm

20

-

-

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(b) 200 mm

8

-

-

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(c) 250 mm

8

-

-

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(d) 250 mm

7

-

-

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P/Fitting CI Sockets

-

-

-

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(a) 250 mm

27

-

-

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(b) 200 mm

18

-

-

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(c) 250 mm

6

-

-

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(d) 250 mm

6

-

-

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P/Fitting CI CI Flanged Tees

-

-

-

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(a) 300 mm

10

-

-

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(b) 300 mm

10

-

-

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(c) 250 mm

18

-

-

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P/Fitting CI Sluice Flanged Bends

-

-

-

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(a) 250 mm

30

-

-

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(b) 200 mm

30

-

-

... More
(c) 250 mm

26

-

-

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P/Fitting CI Sluice Flanged Bends

-

-

-

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(a) 250 mm

21

-

-

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(b) 200 mm

15

-

-

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(c) 250 mm

20

-

-

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(d) 250 mm

23

-

-

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Construction of Masonry Chamber

16

-

-

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Removal of telephones/Electric posts

903

-

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