Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 18,99,50,000 
Notes
Download

Costs

  • EMD

    ₹ 37,99,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,500

Summary

Sh-01 To Sh-122 Via Padana, Badolas, Chakeri Km 0/0 To 9/0, Lodipura To Khilchipur Via Janakpur Dhani Km 6.00 A/r To Bharja Nadi Km 4.100 Tonk To Nimod

Description

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BOQ Items

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... More
c) A/R to Bharja Nadi KM 4.100

3.86

9740

37596.4

... More
d) Tond to Nimod Karel KM 6.630

6.26

9740

60972.4

... More
e) A/R to Chandanholi KM 0/0 to 1/0

0.9

9740

8766

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

1.5

9740

14610

... More
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) By Mechanical Means Bitumenous course

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-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

118.13

144

17010.72

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

100.13

144

14418.72

... More
c) A/R to Bharja Nadi KM 4.100

94.5

144

13608

... More
d) Tond to Nimod Karel KM 6.630

153

144

22032

... More
e) A/R to Chandanholi KM 0/0 to 1/0

37.5

144

5400

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

33.75

144

4860

... More
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Dismantling Brick / Tile work Dry brick pitching or brick soling

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-

-

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

330

107

35310

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Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

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-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

1822.5

33

60142.5

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

1125

33

37125

... More
c) A/R to Bharja Nadi KM 4.100

2362.5

33

77962.5

... More
d) Tond to Nimod Karel KM 6.630

3825

33

126225

... More
e) A/R to Chandanholi KM 0/0 to 1/0

562.5

33

18562.5

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

843.75

33

27843.75

... More
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

-

-

-

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

112.5

811

91237.5

... More
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.

-

-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

10308.6

189

1948325.4

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

6340

189

1198260

... More
c) A/R to Bharja Nadi KM 4.100

14731.06

189

2784169.4

... More
d) Tond to Nimod Karel KM 6.630

18323.86

189

3463210.3

... More
e) A/R to Chandanholi KM 0/0 to 1/0

2221.95

189

419948.55

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

2554.13

189

482729.63

... More
Plant Mix Method (Construction 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 )for Grading I material

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-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

6029.1

836

5040327.6

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

3645

836

3047220

... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for Grading III marterial

-

-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

2285.55

598

1366758.9

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

1983

598

1185834

... More
c) A/R to Bharja Nadi KM 4.100

2476.85

598

1481156.3

... More
d) Tond to Nimod Karel KM 6.630

4092.75

598

2447464.5

... More
e) A/R to Chandanholi KM 0/0 to 1/0

450

598

269100

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

857.25

598

512635.5

... More
Wet Mix Macadam (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.)

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-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

7061.85

1191

8410663.35

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b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

5265

1191

6270615

... More
c) A/R to Bharja Nadi KM 4.100

3262.5

1191

3885637.5

... More
d) Tond to Nimod Karel KM 6.630

4925.5

1191

5866270.5

... More
e) A/R to Chandanholi KM 0/0 to 1/0

712.5

1191

848587.5

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

1181.25

1191

1406868.75

... More
Prime coat (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 0.60 kg/sqm using mechanical means.)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

19507.5

23

448672.5

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

15300

23

351900

... More
c) A/R to Bharja Nadi KM 4.100

11475

23

263925

... More
d) Tond to Nimod Karel KM 6.630

16065

23

369495

... More
e) A/R to Chandanholi KM 0/0 to 1/0

2295

23

52785

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

4207.5

23

96772.5

... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

19507.5

7

146306.25

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

15300

7

114750

... More
c) A/R to Bharja Nadi KM 4.100

11475

7

86062.5

... More
d) Tond to Nimod Karel KM 6.630

16065

7

120487.5

... More
e) A/R to Chandanholi KM 0/0 to 1/0

2295

7

17212.5

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

4207.5

7

31556.25

... More
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 MoRTH specification clause No. 507 complete in all respects.) for Grading II

-

-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

1560.6

6082

9491569.2

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

994.5

6082

6048549

... More
c) A/R to Bharja Nadi KM 4.100

745.88

6082

4536442.16

... More
d) Tond to Nimod Karel KM 6.630

1044.23

6082

6351006.86

... More
e) A/R to Chandanholi KM 0/0 to 1/0

149.18

6082

907312.76

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

273.49

6082

1663366.18

... More
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 MORTH specification clause No. 509 complete in all respects) for Grading-II(13mm nominal size) using binder VG-30

-

-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

780.3

7330

5719599

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

459

7330

3364470

... More
c) A/R to Bharja Nadi KM 4.100

344.25

7330

2523352.5

... More
d) Tond to Nimod Karel KM 6.630

481.95

7330

3532693.5

... More
e) A/R to Chandanholi KM 0/0 to 1/0

68.85

7330

504670.5

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

126.23

7330

925265.9

... More
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.)

-

-

-

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a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

949.05

2123

2014833.15

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

790

2123

1677170

... More
c) A/R to Bharja Nadi KM 4.100

450

2123

955350

... More
d) Tond to Nimod Karel KM 6.630

975

2123

2069925

... More
e) A/R to Chandanholi KM 0/0 to 1/0

150

2123

318450

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

150

2123

318450

... 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

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

2747.25

5739

15766467.75

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

1875

5739

10760625

... More
c) A/R to Bharja Nadi KM 4.100

1350

5739

7747650

... More
d) Tond to Nimod Karel KM 6.630

2925

5739

16786575

... More
e) A/R to Chandanholi KM 0/0 to 1/0

450

5739

2582550

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

450

5739

2582550

... More
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material 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 . 300mm dia

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

150

1860

279000

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

135

1860

251100

... More
c) A/R to Bharja Nadi KM 4.100

75

1860

139500

... More
d) Tond to Nimod Karel KM 6.630

75

1860

139500

... More
e) A/R to Chandanholi KM 0/0 to 1/0

37.5

1860

69750

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

45

1860

83700

... More
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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5th kilometre stone (precast)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

1

2605

2605

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

1

2605

2605

... More
d) Tond to Nimod Karel KM 6.630

1

2605

2605

... More
Ordinary Kilometer stone (Precast)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

8

1604

12832

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

6

1604

9624

... More
c) A/R to Bharja Nadi KM 4.100

5

1604

8020

... More
d) Tond to Nimod Karel KM 6.630

7

1604

11228

... More
e) A/R to Chandanholi KM 0/0 to 1/0

2

1604

3208

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

2

1604

3208

... More
Hectometer stone (Precast)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

28

466

13048

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

24

466

11184

... More
c) A/R to Bharja Nadi KM 4.100

20

466

9320

... More
d) Tond to Nimod Karel KM 6.630

28

466

13048

... More
e) A/R to Chandanholi KM 0/0 to 1/0

4

466

1864

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

8

466

3728

... More
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)

-

-

-

... More
60cm equilatyeral triangle

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

5

2930

14650

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

5

2930

14650

... More
c) A/R to Bharja Nadi KM 4.100

3

2930

8790

... More
d) Tond to Nimod Karel KM 6.630

5

2930

14650

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

3

2930

8790

... More
60 cm circular

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

4

3740

14960

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

5

3740

18700

... More
c) A/R to Bharja Nadi KM 4.100

3

3740

11220

... More
d) Tond to Nimod Karel KM 6.630

5

3740

18700

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

3

3740

11220

... More
80mm x 60mm rectangular

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

6

4996

29976

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

4

4996

19984

... More
c) A/R to Bharja Nadi KM 4.100

3

4996

14988

... More
d) Tond to Nimod Karel KM 6.630

3

4996

14988

... More
60cm x 45cm rectangular

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

6

3657

21942

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

5

3657

18285

... More
c) A/R to Bharja Nadi KM 4.100

3

3657

10971

... More
d) Tond to Nimod Karel KM 6.630

5

3657

18285

... More
60cm x 60 cm square

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

7

4231

29617

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

6

4231

25386

... More
c) A/R to Bharja Nadi KM 4.100

3

4231

12693

... More
d) Tond to Nimod Karel KM 6.630

5

4231

21155

... More
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

1.8

8517

15330.6

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

2.7

8517

22995.9

... More
c) A/R to Bharja Nadi KM 4.100

3.6

8517

30661.2

... More
d) Tond to Nimod Karel KM 6.630

4.5

8517

38326.5

... More
e) A/R to Chandanholi KM 0/0 to 1/0

1.8

8517

15330.6

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

1.8

8517

15330.6

... More
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

-

-

-

... More
c) A/R to Bharja Nadi KM 4.100

9

771

6939

... More
d) Tond to Nimod Karel KM 6.630

10

771

7710

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

4

771

3084

... 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.)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

662.25

666

441058.5

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

608.25

666

405094.5

... More
c) A/R to Bharja Nadi KM 4.100

437.25

666

291208.5

... More
d) Tond to Nimod Karel KM 6.630

551.25

666

367132.5

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

338.25

666

225274.5

... 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.) Ordinary soil Manual Means upto 3 m depth

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

120

92

11040

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

810

92

74520

... More
c) A/R to Bharja Nadi KM 4.100

1207

92

111044

... More
d) Tond to Nimod Karel KM 6.630

2440

92

224480

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

496.4

92

45668.8

... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

12

3616

43392

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

85.24

3616

308227.84

... More
c) A/R to Bharja Nadi KM 4.100

144.66

3616

523090.56

... More
d) Tond to Nimod Karel KM 6.630

304.96

3616

1102735.36

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

63.53

3616

229724.48

... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-15

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

94.38

4061

383277.18

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

566.25

4061

2299541.25

... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC grade M20

-

-

-

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

107.26

4439

476127.14

... More
c) A/R to Bharja Nadi KM 4.100

836.54

4439

3713401.06

... More
d) Tond to Nimod Karel KM 6.630

1637.29

4439

7267930.31

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

297.56

4439

1320868.84

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

-

-

-

... More
a) SH-01 to SH-122 Via Padana, Badolas, Chakeri KM 0/0 to 9/0

0.47

88434

41563.98

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

2.83

88434

250268.22

... More
c) A/R to Bharja Nadi KM 4.100

3.99

88434

352674.79

... More
d) Tond to Nimod Karel KM 6.630

7.62

88434

673424.91

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

1.62

88434

143616.82

... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

-

-

-

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

1.68

89613

150549.84

... More
c) A/R to Bharja Nadi KM 4.100

2.52

89613

225824.76

... More
d) Tond to Nimod Karel KM 6.630

6.72

89613

602199.36

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

0.84

89613

75274.92

... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20

-

-

-

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

45.96

4462

205073.52

... More
c) A/R to Bharja Nadi KM 4.100

49.71

4462

221806.02

... More
d) Tond to Nimod Karel KM 6.630

132.56

4462

591482.72

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

16.57

4462

73935.34

... More
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material 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 . 1000mm dia

-

-

-

... More
b) Lodipura to Khilchipur Via Janakpur Dhani KM 6.00

15

4544

68160

... More
c) A/R to Bharja Nadi KM 4.100

22.5

4544

102240

... More
d) Tond to Nimod Karel KM 6.630

60

4544

272640

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

7.5

4544

34080

... More
Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Red sand stone (Karauli stone)

-

-

-

... More
c) A/R to Bharja Nadi KM 4.100

48

619

29712

... More
d) Tond to Nimod Karel KM 6.630

72

619

44568

... More
f) SH-01 A to Peepalwara Nadi KM 2/0 to 03/500

24.72

619

15301.68



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