Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date24 May 2018
Closing Date4 Jun 2018
Tender Amount₹ 2,53,00,000 
Notes
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Costs

Description

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BOQ Items

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

0.22

4405

20023

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A/R Ganeshpura Km. 0/0 to 1/700

0.24

4805

20023

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

0.23

4605

20023

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Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

326.25

46980

144

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A/R Ghate ki Nal Km. 0/0 to 1/0

60

8640

144

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

60

8640

144

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A/R Ganeshpura Km. 0/0 to 1/700

72

10368

144

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

62.25

8964

144

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Providing, laying and spreading 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 MoRTH Specification : clause No. 401. Grading-III Khamera Narwali Road Km. 6/500 to 13/00

1040.4

259059

249

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

499.17

124293

249

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A/R Ghate ki Nal Km. 0/0 to 1/0

120.49

30002

249

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

118.2

29431

249

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A/R Ganeshpura Km. 0/0 to 1/700

344.25

85718

249

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

122.79

30574

249

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Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual Means Grading No.2 (63-45mm) Crusher Broken Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

114.75

113946

993

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

37.3

37038

993

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

57.38

56978

993

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Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual Means Grading No.3 (53-22.4mm) Crusher Broken. Khamera Narwali Road Km. 6/500 to 13/00

420.75

483021

1148

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

1247.91

1432600

1148

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A/R Ghate ki Nal Km. 0/0 to 1/0

229.5

263466

1148

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

229.5

263466

1148

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A/R Ganeshpura Km. 0/0 to 1/700

344.25

395199

1148

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

306.96

352390

1148

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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/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG10 grade with lead of mix Material 1 kmKhamera Narwali Road Km. 6/500 to 13/00

1144.44

5475000

4784

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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 Khamera Narwali Road Km. 6/500 to 13/00

5610

140250

25

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

16638.75

415968

25

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A/R Ghate ki Nal Km. 0/0 to 1/0

3060

76500

25

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

3060

76500

25

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A/R Ganeshpura Km. 0/0 to 1/700

4590

114750

25

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

4092.75

102318

25

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Providing and applying tack coat on the prepared surface, with bitumen VG10 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. Khamera Narwali Road Km. 6/500 to 13/00

38148

305184

8

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

16638.75

133110

8

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A/R Ghate ki Nal Km. 0/0 to 1/0

4016.25

32130

8

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

3939.75

31518

8

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A/R Ganeshpura Km. 0/0 to 1/700

5737.5

45900

8

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

6120

48960

8

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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 VG10 grade Khamera Narwali Road Km. 6/500 to 13/00

38148

3624060

95

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

16638.75

1580681

95

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A/R Ghate ki Nal Km. 0/0 to 1/0

4016.25

381543

95

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

3939.75

374276

95

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A/R Ganeshpura Km. 0/0 to 1/700

5737.5

545062

95

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

6120

581400

95

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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 VG10 grade Khamera Narwali Road Km. 6/500 to 13/00

38148

1373328

36

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

16638.75

598995

36

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A/R Ghate ki Nal Km. 0/0 to 1/0

4016.25

144585

36

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

3939.75

141831

36

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A/R Ganeshpura Km. 0/0 to 1/700

5737.5

206550

36

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

6120

220320

36

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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. Khamera Narwali Road Km. 6/500 to 13/00

30.41

84813

2789

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A/R Ganeshpura Km. 0/0 to 1/700

45.38

126564

2789

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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. Khamera Narwali Road Km. 6/500 to 13/00

60.82

364129

5987

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A/R Ganeshpura Km. 0/0 to 1/700

68.07

407535

5987

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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) Khamera Narwali Road Km. 6/500 to 13/00

7

10360

1480

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

5

7400

1480

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A/R Ghate ki Nal Km. 0/0 to 1/0

2

2960

1480

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

2

2960

1480

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A/R Ganeshpura Km. 0/0 to 1/700

2

2960

1480

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

2

2960

1480

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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. Hectometer stone (precast) Khamera Narwali Road Km. 6/500 to 13/00

28

11480

410

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

18

7380

410

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A/R Ghate ki Nal Km. 0/0 to 1/0

4

1640

410

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

4

1640

410

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A/R Ganeshpura Km. 0/0 to 1/700

6

2460

410

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

5

2050

410

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Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Khamera Narwali Road Km. 6/500 to 13/00

7.56

28040

3709

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

6.48

24034

3709

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A/R Ghate ki Nal Km. 0/0 to 1/0

2.43

9012

3709

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

2.43

9012

3709

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A/R Ganeshpura Km. 0/0 to 1/700

2.43

9012

3709

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

2.43

9012

3709

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Supply of village Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. Khamera Narwali Road Km. 6/500 to 13/00

3

8280

2760

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

4

11040

2760

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A/R Ghate ki Nal Km. 0/0 to 1/0

2

5520

2760

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

2

5520

2760

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A/R Ganeshpura Km. 0/0 to 1/700

2

5520

2760

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

2

5520

2760

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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]. BY MECHANICAL MEANS Depth upto 3mKhamera Narwali Road Km. 6/500 to 13/00

246.36

17245

70

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

246.36

17245

70

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A/R Ghate ki Nal Km. 0/0 to 1/0

133.38

9336

70

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

133.38

9336

70

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A/R Ganeshpura Km. 0/0 to 1/700

112.98

7908

70

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

56.49

3954

70

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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) Khamera Narwali Road Km. 6/500 to 13/00

15.41

52316

3395

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

15.41

52316

3395

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A/R Ghate ki Nal Km. 0/0 to 1/0

8.98

30487

3395

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A/R Nath Ji Ka Gada Km. 0/0 to 1/0

8.98

30487

3395

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A/R Ganeshpura Km. 0/0 to 1/700

6.43

21829

3395

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

3.22

10931

3395

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Stone masonry work in cement mortar 1:6 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)Khamera Narwali Road Km. 6/500 to 13/00

146.76

347087

2365

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

146.76

347087

2365

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A/R Ghate ki Nal Km. 0/0 to 1/0

86.21

203886

2365

... More
A/R Nath Ji Ka Gada Km. 0/0 to 1/0

86.21

203886

2365

... More
A/R Ganeshpura Km. 0/0 to 1/700

60.56

143224

2365

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A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

30.28

71612

2365

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Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300mm dia Khamera Narwali Road Km. 6/500 to 13/00

15

18900

1260

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

30

37800

1260

... More
A/R Ghate ki Nal Km. 0/0 to 1/0

15

18900

1260

... More
A/R Nath Ji Ka Gada Km. 0/0 to 1/0

15

18900

1260

... More
A/R Ganeshpura Km. 0/0 to 1/700

15

18900

1260

... More
A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

15

18900

1260

... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 500mm dia Khamera Narwali Road Km. 6/500 to 13/00

30

71640

2388

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Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

15

35820

2388

... More
A/R Ghate ki Nal Km. 0/0 to 1/0

7.5

17910

2388

... More
A/R Nath Ji Ka Gada Km. 0/0 to 1/0

15

35820

2388

... More
A/R Ganeshpura Km. 0/0 to 1/700

15

35820

2388

... More
A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

7.5

17910

2388

... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia Khamera Narwali Road Km. 6/500 to 13/00

7.5

44655

5954

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A/R Ghate ki Nal Km. 0/0 to 1/0

7.5

44655

5954

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-20 grade Khamera Narwali Road Km. 6/500 to 13/00

2.18

10041

4606

... More
Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

2.18

10041

4606

... More
A/R Ghate ki Nal Km. 0/0 to 1/0

1.28

5895

4606

... More
A/R Nath Ji Ka Gada Km. 0/0 to 1/0

1.28

5895

4606

... More
A/R Ganeshpura Km. 0/0 to 1/700

0.9

4145

4606

... More
A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

0.45

2072

4606

... More
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications. Khamera Narwali Road Km. 6/500 to 13/00

144.88

21297

147

... More
Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

146.74

21570

147

... More
A/R Ghate ki Nal Km. 0/0 to 1/0

80.87

11887

147

... More
A/R Nath Ji Ka Gada Km. 0/0 to 1/0

79.94

11751

147

... More
A/R Ganeshpura Km. 0/0 to 1/700

64.94

9546

147

... More
A/R Undawela 0/0 to 1/200 Km. 0/0 to 1/200

32.47

4773

147

... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-25 grade Khamera Narwali Road Km. 6/500 to 13/00

28.13

135417

4814

... More
Mahidam Bhungra Khamera Road Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500 Km. 0/0 to 1/500, 6/0 to 7/0, 22/0 to 23/0, 24/500 to 25/500

164.25

790699

4814



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