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₹ 2,04,94,000 
Notes
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Costs

  • EMD

    ₹ 4,09,880
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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Daiyana to Khireshwar

0.38

17206

6452.25

... More
Samaliya to Padwa

1.8

17206

30970.8

... More
Gamdi Devki to Akhepur

0.29

17206

4989.74

... More
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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Bodigama to Kariyana

433.76

412

178707.06

... More
A/R Doli

92.95

412

38295.4

... More
Daiyana to Khireshwar

151.88

412

62574.56

... More
Samaliya to Padwa

371.79

412

153177.48

... More
Gamdi Devki to Akhepur

92.95

412

38295.4

... More
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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Bodigama to Kariyana

927.56

1056

979506

... More
A/R Doli

191.25

1056

201960

... More
Daiyana to Khireshwar

393.75

1056

415800

... More
Samaliya to Padwa

870.19

1056

918918

... More
Gamdi Devki to Akhepur

242.89

1056

256489.2

... More
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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Bodigama to Kariyana

2000

54

108000

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A/R Doli

250

54

13500

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Daiyana to Khireshwar

312.5

54

16875

... More
Samaliya to Padwa

1500

54

81000

... More
Gamdi Devki to Akhepur

237.5

54

12825

... More
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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Bodigama to Kariyana

7841.25

25

198069.98

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A/R Doli

1530

25

38647.8

... More
Daiyana to Khireshwar

3000

25

75780

... More
Samaliya to Padwa

7458.75

25

188408.03

... More
Gamdi Devki to Akhepur

2103.75

25

53140.73

... More
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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Bodigama to Kariyana

26775

7

211790.25

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A/R Doli

2677.5

7

21179.03

... More
Daiyana to Khireshwar

4781.25

7

37819.69

... More
Samaliya to Padwa

22950

7

181534.5

... More
Gamdi Devki to Akhepur

3251.25

7

25717.39

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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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Bodigama to Kariyana

207

5075

1050525

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Samaliya to Padwa

180

5075

913500

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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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Bodigama to Kariyana

26775

94

2516850

... More
A/R Doli

2677.5

94

251685

... More
Daiyana to Khireshwar

4781.25

94

449437.5

... More
Samaliya to Padwa

22950

94

2157300

... More
Gamdi Devki to Akhepur

3251.25

94

305617.5

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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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Bodigama to Kariyana

26775

31

830025

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A/R Doli

2677.5

31

83002.5

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Daiyana to Khireshwar

4781.25

31

148218.75

... More
Samaliya to Padwa

22950

31

711450

... More
Gamdi Devki to Akhepur

3251.25

31

100788.75

... More
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 to Kariyana

320

4847

1551040

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A/R Doli

130

4847

630110

... More
Samaliya to Padwa

75

4847

363525

... More
Gamdi Devki to Akhepur

37.5

4847

181762.5

... More
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, 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 trail 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 tonne vibratory roller, finishing and curing as per MoRTH specification : Clause No. 601, 112.

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-

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Bodigama to Kariyana

40

2209

88360

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A/R Doli

65

2209

143585

... More
Samaliya to Padwa

37.5

2209

82837.5

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Gamdi Devki to Akhepur

18.75

2209

41418.75

... More
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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-

-

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Bodigama to Kariyana

9

1501

13509

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A/R Doli

2

1501

3002

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Daiyana to Khireshwar

3

1501

4503

... More
Samaliya to Padwa

7

1501

10507

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Gamdi Devki to Akhepur

2

1501

3002

... More
Hectometer stone (precast)

-

-

-

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Bodigama to Kariyana

32

410

13120

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A/R Doli

4

410

1640

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Daiyana to Khireshwar

5

410

2050

... More
Samaliya to Padwa

24

410

9840

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Gamdi Devki to Akhepur

4

410

1640

... More
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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Bodigama to Kariyana

4.32

5775

24948

... More
A/R Doli

4.32

5775

24948

... More
Daiyana to Khireshwar

4.32

5775

24948

... More
Samaliya to Padwa

4.32

5775

24948

... More
Gamdi Devki to Akhepur

4.32

5775

24948

... More
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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-

-

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Bodigama to Kariyana

30

1970

59100

... More
A/R Doli

4

1970

7880

... More
Daiyana to Khireshwar

8

1970

15760

... More
Samaliya to Padwa

26

1970

51220

... More
Gamdi Devki to Akhepur

4

1970

7880

... More
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 80 cm x 60 cm rectangular

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-

-

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Bodigama to Kariyana

8

2185

17480

... More
A/R Doli

4

2185

8740

... More
Daiyana to Khireshwar

5

2185

10925

... More
Samaliya to Padwa

7

2185

15295

... More
Gamdi Devki to Akhepur

3

2185

6555

... More
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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-

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Bodigama to Kariyana

900

408

367200

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A/R Doli

125

408

51000

... More
Daiyana to Khireshwar

200

408

81600

... More
Samaliya to Padwa

800

408

326400

... More
Gamdi Devki to Akhepur

100

408

40800

... More
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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-

-

... More
Bodigama to Kariyana

230.93

57

13163.01

... More
A/R Doli

46.19

57

2632.55

... More
Daiyana to Khireshwar

46.19

57

2632.55

... More
Samaliya to Padwa

230.93

57

13163.01

... More
Gamdi Devki to Akhepur

46.19

57

2632.55

... More
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)

-

-

-

... More
Bodigama to Kariyana

23.09

3038

70147.42

... More
A/R Doli

4.62

3038

14035.56

... More
Daiyana to Khireshwar

4.62

3038

14035.56

... More
Samaliya to Padwa

23.09

3038

70147.42

... More
Gamdi Devki to Akhepur

4.62

3038

14035.56

... More
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.

-

-

-

... More
Bodigama to Kariyana

37.5

4410

165375

... More
A/R Doli

7.5

4410

33075

... More
Daiyana to Khireshwar

7.5

4410

33075

... More
Samaliya to Padwa

37.5

4410

165375

... More
Gamdi Devki to Akhepur

7.5

4410

33075

... More
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)

-

-

-

... More
Bodigama to Kariyana

156.96

2845

446551.2

... More
A/R Doli

33.77

2845

96075.65

... More
Daiyana to Khireshwar

32.58

2845

92690.1

... More
Samaliya to Padwa

156.96

2845

446551.2

... More
Gamdi Devki to Akhepur

30.2

2845

85919

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

-

-

-

... More
Bodigama to Kariyana

106.75

139

14838.25

... More
A/R Doli

18.3

139

2543.7

... More
Daiyana to Khireshwar

14.64

139

2034.96

... More
Samaliya to Padwa

106.75

139

14838.25

... More
Gamdi Devki to Akhepur

14.64

139

2034.96

... More
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)

-

-

-

... More
Bodigama to Kariyana

0.64

2687

1719.68

... More
A/R Doli

0.13

2687

349.31

... More
Daiyana to Khireshwar

0.19

2687

510.53

... More
Samaliya to Padwa

0.64

2687

1719.68

... More
Gamdi Devki to Akhepur

0.13

2687

349.31

... More
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]

-

-

-

... More
Bodigama to Kariyana

2.29

3850

8806.88

... More
A/R Doli

0.46

3850

1771

... More
Daiyana to Khireshwar

0.46

3850

1771

... More
Samaliya to Padwa

2.29

3850

8806.88

... More
Gamdi Devki to Akhepur

0.46

3850

1771

... More
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

-

-

-

... More
Daiyana to Khireshwar

58.5

57

3334.5

... More
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)

-

-

-

... More
Daiyana to Khireshwar

4.39

3038

13329.23

... More
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)

-

-

-

... More
Daiyana to Khireshwar

47.53

2845

135226.41

... More
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]

-

-

-

... More
Daiyana to Khireshwar

0.55

3850

2111.48

... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

-

-

-

... More
Daiyana to Khireshwar

32.5

114

3705

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

-

-

-

... More
Daiyana to Khireshwar

32.5

139

4517.5



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