Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2024
Closing Date23 Jan 2025
Tender Amount₹ 1,02,68,74,084 
Notes
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Costs

Summary

Balance Work For Rehabilitation And Upgradation Of Sidhi -singrauli Road

Description

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Documents
Balance work for rehabilitation and upgradation of Sidhi -Singrauli Road from Km 82/400 to Km 119/000 (Design Length 36.600 Km) of NH-39 (Old NH-75E) to four lane with paved shoulder in the State of Madhya Pradesh
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BOQ Items

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DO_NOT_SHOW

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-

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C Prestressed / Reinforced cement concrete grade M-25 & above

514

601380

1170

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Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

130

29900

230

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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

4176

229680

55

... More
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers cum 63.00 with disposal upto 1000 metres (Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevent clauses of section-300 of specification.)

1167

87525

75

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Excavation in Hard Rock with disposal upto 1000 metres cum 182.00 Excavation for roadway in hard rock with rock breakers i/c breaking rock or by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with all lifts and leads upto 1000 metres and as per relevent clauses of section-300 of specification.

1131

229593

203

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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)

13566

2102730

155

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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)

270

16200

60

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Construction of Subgrade Construction of embankment with approved material having from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

112493

20923698

186

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Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400.

-

-

-

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Earthen Shoulders (CBR value 7)

10208

1898688

186

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Hard Shoulders (CBR value 12)

5024

1120352

223

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Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 of specification

16627

2344407

141

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Footpaths and Separators Construction of footpath/ separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.

540

288360

534

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Granular Sub-Base with Coarse Graded Material Granular Sub-base with Well Graded Material (CBR30 or more)(Table:- 400-1 & Table 400-2)Construction of granular sub-base by providing well gradedmaterial like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor graderon prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired ensity, complete as per Clause 401 of Specification.

44243

41322962

934

... More
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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications

45946

68597378

1493

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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 0.75 kg/sqm using mechanical means as per clause 502 of specifications

189665

7017605

37

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Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (ii) for Grading I(40 mm nominal size )

20558

162223178

7891

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Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

-

-

-

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(i) @ 0.25 kg per sqm (normal bituminous surfaces)

106791

1495074

14

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(iI) @ 0.3 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated )

329899

5278384

16

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Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. a) Using Batch Mix Plant of appropriate capacity andPaver Finisher Hydraustatic with Sensor control. (ii) for Grading-I ( 50-65 mm thickness ) with 30/40 bitumen (VG-40)

26210

259347950

9895

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Water Profing Membrane - Membrane with 7 mm thick Providing and laying membrane over toll plaza tunnel surface.

1146

77928

68

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Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

643

1779181

2767

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Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.

1286

7848458

6103

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Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.

-

-

-

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I) Mild steel

11

699457

63587

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ii) Tor steel

0.54

36880

68297

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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) B Using Concrete Batching and Mixing Plant

46818

19897650

425

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Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe (weighing 3.56 kg per mts.) railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings.

180

360180

2001

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Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/ sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

-

-

-

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90 cm equilateral triangle Cautionary/Warning Sign

199

832616

4184

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60 cm equilateral triangle Cautionary/Warning Sign

233

701563

3011

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60 cm circular 'Mandatory/Regulatory Signs

158

597082

3779

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80 cm x 60 cm rectangular Informatory Signs

129

641259

4971

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60 cm x 45 cm rectangular Informatory Signs/Cheveron Sign

80

296000

3700

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60 cm x 60 cm square Informatory Signs

52

220740

4245

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90 cm high octagon Stop Signs

40

245280

6132

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Direction and Place Identification signs upto 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/ sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 4500x4500x600 The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

49

435757

8893

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Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type IV ) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

44

322564

7331

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing 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 all complete as per clause 803 of specifications.

13731

8732916

636

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

-

-

-

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(i) 5th kilometre stone (precast)

14

45850

3275

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(ii) Ordinary Kilometer stone (Precast)

59

117056

1984

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(iii) Hectometer stone (Precast)

291

168198

578

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Boundary pillar

363

198198

546

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Road Delineators Supplying and installation road delineators (road way indicators). as per MORT&H Clause 806. The structure shall be made in roll forming process having height of 80-100 cm above the ground level, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79: 1981, are as directed by the by. the Engineer painted black with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides complying to IRC:79:1981. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67:2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the length to make the reflective sheets vandal- proof.

583

577170

990

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RCC Grade M-20 for 150 MM PVC Pipe Encasing Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

151

742769

4919

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PVC pipe 150 MM Dia for WIM Dranage System- Providing PVC pipe slotted as per direction Engineer-in-Charge and fixing in Rain water recharge pit/Percolation pit or Soakway with jute coir wrapping pipe.

144

42768

297

... More
Road Markers/Road Stud with Lense Reflector 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

6843

4605339

673

... More
Painting on Steel Surfaces - Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade

50

3050

61

... More
Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873

24

4728

197

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Overhead Gantry Sign High intensity mirco-prismatic type sheeting (hip) type- iv overhead sign board type - iii for both side message board, span 16 mtr.(13.5 x 1.5 sq.mtr. Sheeting) with complete erection work.

1

200000

200000

... More
Cantilever type overhead sign

9

741375

82375

... More
Design, Fabricate, supply and installation of 10m height single arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.

278

20850000

75000

... More
Design, Fabricate, supply and installation of 10m height Double arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.

79

7900000

100000

... More
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (i) M 40 grade concrete

1765

6514615

3691

... More
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

3191

14359500

4500

... More
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. B 1200 mm dia

27.5

262460

9544

... More
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

3495

2722605

779

... More
Planting of low height flowering Plants and Shrubs in one rows in central median as per clause 11.2.4 of IRC:SP-84.

17269

1726900

100

... More
Rain Water Harvesting 60,000 per km

35

3500000

100000

... More
Excavation for Structures 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. as per relevant clauses of section 300 & 2100 in B Mechanical Means

-

-

-

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i) Depth upto 3 m

30685

1871785

61

... More
Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100

6580

28616420

4349

... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600

99

8053551

81349

... More
Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

-

-

-

... More
PCC Grade M15

528

2437776

4617

... More
PCC Grade M20

11307

58366734

5162

... More
RCC Grade M25

61

327509

5369

... More
RCC Grade M30

373

2021287

5419

... More
RCC Grade M35

688

3778496

5492

... More
Foundation Brick masonry work- Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

59

405448

6872

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

-

-

-

... More
PCC Grade M20

30

171810

5727

... More
RCC Grade M35 (1. height upto 5 m )

1714

11000452

6418

... More
RCC Grade M40 (1. height upto 5 m )

42

280056

6668

... More
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.

247

20137910

81530

... More
Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical specifications

627

75240

120

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

302

55870

185

... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 A Granular material

9317

6195805

665

... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH 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.

319

239250

750

... More
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

1518400

1305824

0.86

... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in

-

-

-

... More
RCC & PSC Grade M-35 (2. height upto 5 m to 10 m )

922

5915552

6416

... More
RCC & PSC Grade M-40 I Beam , i/c launching

2110.9

19971224

9461

... More
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications as per relevant clauses of section 1600

599

49603190

82810

... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

1164

13601340

11685

... More
Construction of RCC railing of M30 Grade in-situ with 20 mm 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 specifications and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304)

1280

2641920

2064

... More
Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.

124

162564

1311

... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700

285

1329240

4664

... More
Reinforced cement concrete approach slab (Grade of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.

571

5528993

9683

... More
Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m

2676

206052

77

... More
Strip Seal Expansion Joint 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.

624

3451968

5532

... More
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)

2244

11101068

4947

... 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 A Stone/Boulder

3808

8419488

2211

... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

2742

2056500

750

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

4847

11046313

2279

... More
Supplying and fixing of cooler / A.C. MS angle iron stand including flat iron supports, including grouting in wall, if required, welding and painting with primer and two coat of superior quality paint complete.

190

17480

92

... More
Supply and erection of hot dip G.I. cable tray perforation not more than 17.5% for specific dimensions along with tees, bends.. The cable tray shall be hang from ceiling/ fixed to wall with necessary angle/flat iron / hanging rod, for ceiling suspensions, clamps, anchor fastner, nuts, bolts, washers, not mor than 1.5 mtr. apart complete as per specification to complete the job. The tray shall be as follows :

-

-

-

... More
150 x 50 mm x 1.6mm thick (200 x 20)

149

104151

699

... More
300 x 50 mm x 1.6mm thick (300 x 40)

67

68809

1027

... More
Supply of approved make powder coated sheet steel encloser SPN MCB DB inclusive of Bus bar, Neutral bar, Earth bar & two earth terminals etc. complete as per IS:13032 (exclusive of MCB & isolator)

-

-

-

... More
4 way Double Door IP 43 protection

14

23786

1699

... More
3 Pin 6 Amp Socket Outlet on Separate Board (a) Long Point

11

21516

1956

... More
6U cabinet 371.30 X 600 X 500, wall mounting with power supply and Fan etc.

11

76692

6972

... More
1.0 Ton split AC (including all acessories)

11

352000

32000

... More
Instollation Charge

11

16500

1500

... More
Supplying and fixing PVC conduit ISI marked along with the accessories in concealed system etc. as required (i) PVC Conduit 25 mm (HMS)

42

2814

67

... More
Led Light fixture 18 W - Supply and fixing Led tube rod comprising of LED tube with non integral / integral driver, 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with efficacy 80 lm/W. LED driver PF 0.95 & THD 20%. The colour rendering index of LED light should be more than 70. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer mandatory i/c connection wire, testing etc. to complete the job. 2 Yrs Guarantee certificate from manufacturer. 1 X 18/20/22W, Integra

11

7843

713

... More
Providing and fixing Litter bins complete as per Technical Specifications.

4

20000

5000

... More
Rest areas with toilets, drinking water

4

1000000

250000

... More
Provision of Lighting.

22

2750000

125000

... More
Providing water kiosks at bus bays

72

1440000

20000

... More
Providing shelters for bus passengers as per drawing and Technical Specifications 1500, 1600 and 1700

16

23699410

1481213.15

... More
Providing and fixing Liter bin complete as per Techical Specification.

18

630000

35000

... More
Providing shelter for Bus Passanger as per Drawing and techical specification 1500,1600,1700.

18

2250000

125000

... More
Balancing Pipe Culvert

2

60000

30000

... More
Site Clearance & Misclaneous Work Y OR T Type Major Junction

1

300000

300000

... More
Supply, erection & commissioning of portable single toll booth cabin with guard rail structure using hollow pipe section, structural steel, base plate, anchor bolt, duly primered with epoxy primer, enamel paint as per requirement and specification

8

2074080

259260

... More
Supply, erection & commissioning of portable double toll booth cabin with guard rail structure using hollow pipe section, structural steel, base plate, anchor bolt, duly primered with epoxy primer, enamel paint as per requirement and specification

3

960480

320160

... More
Tube Light Fixture 2x28 W

11

1650

150

... More
UPS Socket (3x5A

11

15400

1400

... More
UPS Socket (3x5A installation

11

3300

300

... More
Switch Board with 5A Socket

11

8800

800

... More
Switch Board with 5A Socket installation

11

2200

200

... More
Canopy lighting

-

-

-

... More
Canopy light

36

162000

4500

... More
Instollation Charge

36

18000

500

... More
Cable 2.5 mm 3 core flexi copper

1550

93000

60

... More
Canopy

1035

1242000

1200

... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes

69053

5834978

84.5

... More
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter .(600 mm over all girth).

71

53250

750

... More
GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.

1142

1371542

1201

... More
Stop Board Marking - Direction and place identification signs size more than 0.9 sqm size board. Providing and fixing of retroreflectorised cautionary and informatory sign board as per IRC 07.2010 made of high intensity micro- prismatic grade sheenng (Type X1) vide clause 801.3.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDFE) between two thick skins /sheets of aluminum with overall thickness of mm and aluminium skin of thickness 0.3 on both side.

65

862651

13271.56

... More
Providing electronic weigh bridge 100 Tonne capacity as per section 10 of IRC:SP-84.

2

2045286

1022643

... More
Providing Generator Room as shown on drawings including arrangement for electric supply as per Section 10 of IRC:SP-84.

30

420000

14000

... More
Construction of Administrative Block including Traffic Aid Post & Emergency Medical Aid Post,

600

8400000

14000

... More
Construction of 2 Nos. Toielet Blocks (1 on Both Side) for Public users (As per Letter no NHAI/GM/CMII/SBM/Misc/2016/96855 dated 20.03.17

120

1680000

14000

... More
Patrolling vehicle as per clause 12.8 of IRC:SP-84

1

750000

750000

... More
Mast lighting (with a high of 30m) for toll plaza as per Section-10 of IRC:SP-84.

2

1600000

800000

... More
Design, Fabricate, supply and installation of 10m height single arm light pole for 1km at 25m interval with its accessories on suitable RCC foundation including base plate, nuts, bolts etc. complete as per Section-10 & Section-12 of IRC:SP-84.

40

800000

20000

... More
RCC 450 MM Dia pipe Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. for Single Row for one utility service

150.8

254695

1688.96

... More
Semi perforated 160 mm dia PVC Pipe - Sub Surface Drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site

150.8

45843

304

... More
PVC pipe 75 MM Dia section Pipe (Green pipe) for Laying Electrical Cable- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

252

36792

146

... More
75 mm dia GI Pipes 6 m length 26 Nos.- Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

117

61893

529

... More
75 mm dia PVC Pipe 6 m length 478 Nos.- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

215.1

31404

146

... More
50 mm dia PVC pipe 6 m length 688 nos.- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

309.6

45201

146

... More
50 mm dia long bend 350 nos. for ETC Leader + LPIC - Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Camera

157.5

22995

146



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