Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date16 Oct 2024
Closing Date25 Nov 2024
Tender Amount₹ 1,42,63,000 
Notes
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Costs

  • EMD

    ₹ 2,85,260
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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DO_NOT_SHOW

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Badoda Pachalasa km4 to Haybotwara

0.63

17206

10839.78

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Sabla Nithauwa Km 10 to MataFala Road

1.39

17206

23916.34

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AR Lodawal

0.42

17206

7226.52

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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III

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-

-

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A/R Oda

185.9

412

76590.8

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Bodigama bada to wada Bhachadiya

464.74

412

191472.88

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Badoda Pachalasa km4 to Haybotwara

61.97

412

25531.64

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Sabla Nithauwa Km 10 to MataFala Road

371.79

412

153177.48

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AR Lodawal

105.34

412

43400.08

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means with lead upto 1 km

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-

-

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A/R Oda

382.5

1056

403920

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Bodigama bada to wada Bhachadiya

573.75

1056

605880

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Badoda Pachalasa km4 to Haybotwara

114.75

1056

121176

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Sabla Nithauwa Km 10 to MataFala Road

459

1056

484704

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AR Lodawal

76.5

1056

80784

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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.

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-

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A/R Oda

500

54

27000

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Bodigama bada to wada Bhachadiya

1012.5

54

54675

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Badoda Pachalasa km4 to Haybotwara

375

54

20250

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Sabla Nithauwa Km 10 to MataFala Road

825

54

44550

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AR Lodawal

250

54

13500

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

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-

-

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A/R Oda

3825

25

96619.5

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Bodigama bada to wada Bhachadiya

5737.5

25

144929.25

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Badoda Pachalasa km4 to Haybotwara

1147.5

25

28985.85

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Sabla Nithauwa Km 10 to MataFala Road

4590

25

115943.4

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AR Lodawal

765

25

19323.9

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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

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-

-

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A/R Oda

7650

7

60511.5

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Bodigama bada to wada Bhachadiya

13961.25

7

110433.49

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Badoda Pachalasa km4 to Haybotwara

4972.5

7

39332.48

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Sabla Nithauwa Km 10 to MataFala Road

12622.5

7

99843.98

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AR Lodawal

3442.5

7

27230.18

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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/ta 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km

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-

-

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A/R Oda

88.13

5075

447234.38

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Bodigama bada to wada Bhachadiya

66.56

5075

337804.69

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Badoda Pachalasa km4 to Haybotwara

28.13

5075

142734.38

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Sabla Nithauwa Km 10 to MataFala Road

260.06

5075

1319817.19

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AR Lodawal

22.5

5075

114187.5

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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade

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-

-

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A/R Oda

7650

94

719100

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Bodigama bada to wada Bhachadiya

13961.25

94

1312357.5

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Badoda Pachalasa km4 to Haybotwara

4972.5

94

467415

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Sabla Nithauwa Km 10 to MataFala Road

12622.5

94

1186515

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AR Lodawal

3442.5

94

323595

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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade

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-

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A/R Oda

7650

31

237150

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Bodigama bada to wada Bhachadiya

13961.25

31

432798.75

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Badoda Pachalasa km4 to Haybotwara

4972.5

31

154147.5

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Sabla Nithauwa Km 10 to MataFala Road

12622.5

31

391297.5

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AR Lodawal

3442.5

31

106717.5

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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade

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-

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Bodigama bada to wada Bhachadiya

300

4847

1454100

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Badoda Pachalasa km4 to Haybotwara

150

4847

727050

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AR Lodawal

75

4847

363525

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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 Ordinary kilometer stone (precast)

-

-

-

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A/R Oda

3

1501

4503

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Bodigama bada to wada Bhachadiya

5

1501

7505

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Badoda Pachalasa km4 to Haybotwara

3

1501

4503

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Sabla Nithauwa Km 10 to MataFala Road

5

1501

7505

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AR Lodawal

2

1501

3002

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Hectometer stone (precast)

-

-

-

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A/R Oda

8

410

3280

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Bodigama bada to wada Bhachadiya

16

410

6560

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Badoda Pachalasa km4 to Haybotwara

5

410

2050

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Sabla Nithauwa Km 10 to MataFala Road

13

410

5330

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AR Lodawal

4

410

1640

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Direction and Place Identification Signs with size more than 0.9 sqm size Board.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

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-

-

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A/R Oda

2.16

5775

12474

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Bodigama bada to wada Bhachadiya

2.16

5775

12474

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Badoda Pachalasa km4 to Haybotwara

2.16

5775

12474

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Sabla Nithauwa Km 10 to MataFala Road

2.16

5775

12474

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AR Lodawal

2.16

5775

12474

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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 mm 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 90 cm equilateral triangle

-

-

-

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A/R Oda

12

1970

23640

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Bodigama bada to wada Bhachadiya

20

1970

39400

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Badoda Pachalasa km4 to Haybotwara

4

1970

7880

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Sabla Nithauwa Km 10 to MataFala Road

11

1970

21670

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AR Lodawal

5

1970

9850

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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.

-

-

-

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A/R Oda

180

408

73440

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Bodigama bada to wada Bhachadiya

360

408

146880

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Badoda Pachalasa km4 to Haybotwara

120

408

48960

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Sabla Nithauwa Km 10 to MataFala Road

300

408

122400

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AR Lodawal

75

408

30600

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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In ordinary soil [MoRTH Specification : clause 301].BY MECHANICAL MEANS.Depth upto 3m

-

-

-

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A/R Oda

56.73

57

3233.61

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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

-

-

-

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A/R Oda

5.67

3038

17225.46

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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1000mm dia.

-

-

-

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A/R Oda

15

4410

66150

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Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]Random Rubble Masonry (coursed/uncoursed)

-

-

-

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A/R Oda

42.97

2845

122249.65

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Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.

-

-

-

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A/R Oda

24

139

3336

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Stone masonry work in cement mortar 1:4 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400].Random Ruble masonry (coursed/uncoursed)

-

-

-

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A/R Oda

0.38

2687

1021.06

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Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]

-

-

-

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A/R Oda

1.2

3850

4620



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