Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 68,33,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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PCC Grade M-15 in open Foundation complete as per drawing and Technical specifications.

71.83

6590

473359.7

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

144.05

5992

863147.6

... More
Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work/ stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. (SOR Item No.577)

68.44

145

9923.8

... More
Flexible Apron-Construction of flexible apron 1 m thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall.

66.93

1993

133391.49

... More
Furnishing and Placing M-25 RCC in super-structure as per drawing and technical specification.

100.28

8287

831020.36

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

6.68

102723

686189.64

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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 1:20 (V:H) towards drawing force. Complete as per drawing and technical specifcations.(SOR Item No.12.9)

57.62

100

5762

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Providing and laying of Filter media with granular crushed aggregates as per specification 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 firm condition complete as per drawing and technical specification clause 1204.3.8 (SOR Item No.12.11)

31.92

1600

51072

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 (SOR Item No.12.10)

159.6

2000

319200

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Drainage Spouts complete as per drawing and tehnical specification.

4

5163

20652

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Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. (SOR Item No.-306)

3.97

5500

21835

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12 mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 2 part of find sand of 1.25 fineness modulus. (SOR Item No.-580)

14.93

160

2388.8

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Approach Road

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-

-

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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.

82

2490

204180

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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

100

2760

276000

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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 0.85 kg/sqm using mechanical means.

400

58

23200

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1766.02

17

30022.34

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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. 505 complete in all respects.

25

9617

240425

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Providing, laying bituminous concrete 40 mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with plastic waste (LDPE, MDPE, PET or PUR) @ 8% by weight of bitumen & bituminous binder VG-40 @ 5.4 percent (including percent of plastic waste) of mix and filler, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.

50.64

10656

539619.84

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Road marking with hot applied thermoplastic compound with reflectrorising glass beads on bituminous surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrorising glass beads @ 250 gm /sqm area thickness of 2.5 mm is excluding of surface applied glass beads as per IRC-35. The finished surface to be leveled, uniform and free from streaks and holes.

41.66

618

25745.88

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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, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (Hazard Bord).

2

3297

6594

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Painting two coats including primer coat after filling the surface with synthetic enamel paint / ready mix paint in all shades on new plastered / concrete surfaces / steel surface as per drawing and technical specification Clause 1701 (SOR Item No.- 10.5 & 10.6)

14.93

95

1418.35

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Dismantling Work

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-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of stone masonry/brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification Clause 202. (Rubble stone masanry in cement mortar) (SOR Item No. 2.6 & 2.7)

145.26

250

36315

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Dismentling of cement concrete pavment.

94.5

2315

218767.5

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Dismantlng of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Techinal Specification Clause 202 (By mechanical means Bituminous courses) (SOR Item No.2.14)

13.75

260

3575

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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. (SOR Item No.2.13)

10

300

3000

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Diversion of Box Culvert (2x2x2)

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-

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Excavation in foundation in ordinary soil (Local clay or sand) Including lift upto 1.50m and lead upto 30.00m (100 ft.) and including filling watering and ramming or excavated earth into the trenches or in to space between and building and the sides of foundation trenches of into plinth as directed by the Engineer-in-charge upto distance of 30.0m (100ft.) from the foundation trenches.(SOR Item No.251)

111

120

13320

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Sand Filling in foundation trenches as per drawing and technical specification.

9.03

954

8614.62

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PCC Grade M-15 in open Foundation complete as per drawing and Technical specifications.

13.87

6590

91403.3

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

47.08

5992

282103.36

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slop 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 (SOR Item No. 3.4)

2408.04

160

385286.4

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

22.5

7000

157500

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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 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.(Grading-II)

102.86

2632

270727.52

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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 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.(Grading-III)

102.86

2894

297676.84

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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 0.85 kg/sqm using mechanical means.

685.75

58

39773.5

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

685.75

17

11657.75

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Providing laying & rolling of open graded premix surfacing of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-10 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 80-100 KN static roller capacity finished to required level and grade tobe followed by seal coat. As per technicalSpecifications Clause 508 complete in all respects.

685.75

148

101491

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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.Clause 510 complete in all respects.

685.75

49

33601.75

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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, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (Sign Board for Diversion)

2

4530

9060

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Dismantlng of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Techinal Specification Clause 202 (By mechanical means Bituminous courses) (SOR Item No.2.14)

13.72

260

3567.2

... More
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. (SOR Item No.2.13)

22.5

300

6750



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