Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 5,06,17,749 
Notes
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Costs

Summary

1-construction Of Submersible Bridge At Ch 5.370 Dhanla To Ajangaon To Kumbhari To Mouda Nh-53 Road Tah. Mouda 2-construction Of Submersible Bridge At Ch 0.320 Dhanla To Ajangaon To Kumbhari To Mouda Nh-53 Road Tah. Mouda

Description

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BOQ Items

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

67.5

54526

807.8

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

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(i) Upto 3m depth

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-

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2671.69

1436434

537.65

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

8826.61

4745626

537.65

... More
(ii) 3m To 6m Depth

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

109.15

69686

638.45

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

165.89

105912

638.45

... More
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval ofSuperintending Engineer will be necessary)

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1555.62

278455

179

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2379

425841

179

... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

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-

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

339.57

759499

2236.65

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

506.67

1133247

2236.65

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

113.27

653726

5771.4

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

180.74

1043122

5771.4

... More
Providing concrete for M-20 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

64.59

405773

6282.3

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

49.98

313989

6282.3

... More
Providing concrete for M-25 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

158.13

1085924

6867.45

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

236.81

1626272

6867.45

... More
Providing concrete for M-30 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

254.26

1786036

7024.45

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

418.31

2938397

7024.45

... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

22.78

1425231

62565.05

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

39.93

2498222

62565.05

... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7

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-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

20

16512

825.6

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

30

24768

825.6

... More
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301

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-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

313.95

1843781

5872.85

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

364.5

2140653

5872.85

... More
Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

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-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

66.33

476206

7179.35

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

98.1

704294

7179.35

... More
Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

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-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

62.52

461325

7378.85

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

138.05

1018650

7378.85

... More
Plain/reinforced cement concrete M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

64.34

484856

7535.85

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

139.7

1052758

7535.85

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

8.86

556830

62847.7

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

18.88

1186564

62847.7

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

82.27

196259

2385.55

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

133.14

317612

2385.55

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

227.84

623165

2735.1

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

870.56

2381068

2735.1

... More
I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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-

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1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

81

14831

183.1

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

154

28197

183.1

... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

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-

-

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

135.32

794714

5872.85

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

34.72

102566

2954.1

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

67.66

199874

2954.1

... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

52.92

114016

2154.5

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

52.92

114016

2154.5

... More
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

226.71

2028975

8949.65

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

339.48

3038227

8949.65

... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

22.5

277448

12331.05

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

33.75

416172

12331.05

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

15.71

1017231

64750.6

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

23.54

1524229

64750.6

... More
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

93.28

156645

1679.3

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

136.49

229207

1679.3

... More
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2019-20) BR Item no.13.02 Pg no 118

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

93.35

9241

99

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

132.85

13152

99

... More
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.33 pg no.123

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-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

95.16

103343

1086

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

122.51

133045

1086

... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge

-

-

-

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2

19926

9963

... More
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.79 and the drawings

-

-

-

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

4

3288

822

... More
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

760.3

2052

2.7

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1852.4

5001

2.7

... More
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

61.22

3722

60.8

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

86.64

5267

60.8

... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

322.96

18263

56.55

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

300

16965

56.55

... More
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

290.66

16960

58.35

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

270

15754

58.35

... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

335.96

127950

380.85

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

433.85

165231

380.85

... More
Construction of Shoulders as per Technical Specification Clause 407.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

16.87

6944

411.65

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

144.89

59643

411.65

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

-

-

-

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

486

200061

411.65

... More
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

87.54

155379

1774.95

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

189.83

336936

1774.95

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

22.58

64357

2850.2

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

120.93

344674

2850.2

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

22.58

63553

2814.6

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

61.73

173745

2814.6

... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/One Square Meter using mechanical means as per Technical Specification Clause 502

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

289.88

16001

55.2

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

812.25

44836

55.2

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

289.88

5043

17.4

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

812.25

14133

17.4

... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

289.88

45800

158

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

812.25

128335

158

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

289.88

17363

59.9

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

812.25

48653

59.9

... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

80

48336

604.2

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

70

42294

604.2

... More
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

15

44850

2990

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

4

11960

2990

... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1

14907

14907.35

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1

14907

14907.35

... More
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1

24106

24106.7

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1

24106

24106.7

... More
Semi Reflective Traffic Signs Chapter 10 - TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 Note: 10.3 Please ensure that area of MS Sheet of required size is entered in the analysis item

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2

7694

3847

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2

7694

3847

... More
Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

2

54295

27147.8

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

1

27147

27147.8

... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

40

14640

366

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

133.4

48824

366

... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter 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.complete.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

45.75

30469

666

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

87.75

58441

666

... More
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

12

2398

199.9

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

12

2398

199.9

... More
Metal Beam Crash Barrier -- 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 810)"

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

40

196480

4912

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

60

294720

4912

... More
Providing and laying reinforced cement concrete pipe NP2 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 Clause 1106.

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

30

214198

7139.95

... More
2) Construction of Submersible Bridge at CH 5+370 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

30

214198

7139.95

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

5.7

39820

6986.05

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

6.6

49483

7497.45

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

-

-

-

... More
1) Construction of Submersible Bridge at CH 0+320 Dhanla to Ajangaon to Kumbharpur to Mouda NH-53 (TR-06) Road.

13

41971

3228.58



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