Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2025
Closing Date18 Jan 2025
Tender Amount₹ 9,10,00,700 
Notes
Download

Costs

Summary

15/r2/2023-24/rwd/ Ramgarh Strengthening Of The Road From (i) Baniya Tola To Ratway Road In Karma Panchayat (l- 1.00 Km) (ii) Nawatand To Harway Chhotki Dundi School More Via Sarna Ashthal (l- 3.00 Km)

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Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

1

2929

2929.3

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Providing and erecting direction and place identification 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)

1

7526

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Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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) S.O.R Item no. 8.4 (iv)

0.54

13704

7400.32

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Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

380.8

55

21248.64

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Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

54.99

4565

251032.65

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Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

216

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943494.48

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Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

146.25

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633948.41

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Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

5.11

4556

23285.55

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Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

95

111

10596.3

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Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.

225

59

13410

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Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .

7.53

2228

16779.02

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Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

33.25

4487

149192.75

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Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

17.58

4631

81418.96

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Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.

3.81

5006

19075.34

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Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab

3.31

5485

18157.93

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Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

1.18

11771

13889.89

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Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.

0.54

88272

47667.22

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Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

43

109

4718.39

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Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .

12.97

782

10147.86

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(II) Nawatand to Harway Chhotki dundi School more via Sarna Ashthal Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.94

19760

18653.72

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Compacting Original ground Supporting Subgrade (Loosening of the ground a level of 500 mm below the sub-grade level , watered,graded and compacted in layers to meet requirement of Table 300-2for subgrade construction)

450

52

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

1375.26

131

180571.64

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Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification

303.75

2193

666163.24

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Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

58.7

2493

146393.1

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Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

391.3

81

31769.65

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Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

391.3

15

6229.5

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Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

7092.2

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91134.77

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Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

187.09

8380

1567939.55

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Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

93.54

10830

1013123.32

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

1218.75

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Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

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Providing and erecting direction and place identification 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)

1

7526

7526

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Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1.08

13704

14800.64

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Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

200

584

116860

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Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

695.8

55

38825.64

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Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

99.99

4565

456460.35

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Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

432

4368

1886988.96

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Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

292.5

4334

1267896.83

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Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

9.61

4556

43791.42

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Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

170

111

18961.8

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Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.

450

59

26820

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Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .

7.53

2228

16779.02

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Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

33.25

4487

149192.75

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Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

17.58

4631

81418.96

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Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.

3.81

5006

19075.34

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Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab

3.31

5485

18157.93

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Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

1.18

11771

13889.89

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Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.

0.54

88272

47667.22

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Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

43

109

4718.39

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Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .

12.97

782

10147.86

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(III) Chapri Padaria road to Tehratand in Bumri Panchayat Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.3

19760

5928.09

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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of sacrified material with all lifts and lead upto 1000 m

261.41

6

1751.45

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

1044.72

131

137171.74

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Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification

60.23

2275

137034.09

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Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

264.03

2561

676365.65

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Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

2640.27

81

214231.51

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Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

2640.27

15

41901.08

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Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

2640.27

12

33901.07

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Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

132.01

8460

1116869.28

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Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

66.01

10908

720047.64

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

227.25

6257

1422016.88

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Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

1

1740

1740.9

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Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

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Retro- reflectoriesed traffic signs. Providing and erecting direction and place identification 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)

4

5312

21248

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For turnings 60 cm equilaterial triangle

6

4110

24660.6

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Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

139.42

584

81463.11

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Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

412.49

55

23016.94

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Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

59.56

4626

275535.28

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Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

230.4

4449

1025190.14

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Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

156

4410

688023.96

... More
Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

7.2

4617

33249.46

... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

180

110

19890

... More
Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.

240

59

14313.6

... More
Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .

8.71

2302

20057.74

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

41.95

4568

191647.32

... More
Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

16.44

4712

77480.73

... More
Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.

3.81

5066

19304.66

... More
Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab

3.31

5544

18350.97

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Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

1.18

11830

13960.49

... More
Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.

0.54

88272

47667.22

... More
Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

40.44

109

4443.95

... More
Prov. Two coats on new concrete surfaces (Painting two coat after filling the surface with synthetic enamel paint in all shafes on new plasterd concrete surfaces)

40.44

70

2842.93

... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & technical specification.

15

268

4033.5

... More
Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .

7.75

1107

8579.72

... More
(IV) Chapri more to Yadav chowk in Bumri Panchayat Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.7

19760

13832.21

... More
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of sacrified material with all lifts and lead upto 1000 m

1516.28

4

6065.12

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

1911.51

131

250981.26

... More
Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification

201.04

2275

457402.19

... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

98.64

2561

252686.09

... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

657.6

81

53357.66

... More
Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

657.6

15

10436.11

... More
Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

6917.41

12

88819.54

... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

189.38

8460

1602247.6

... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

94.69

10908

1032893.67

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

1020.96

6257

6388657.2

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

3

1740

5222.7

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

... 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)

6

5312

31872

... More
For turnings 60 cm equilaterial triangle

8

4110

32880.8

... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

200

584

116860

... More
Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

73.7

55

4112.46

... More
Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .

7.94

2302

18284.55

... More
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

10.63

4626

49176.29

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

39.62

4568

181002.78

... More
Stone Masonary work in Cement Mortar in Sub- Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

15.24

4712

71825.21

... More
Providing Plain/ Reinforced Cement Concrete in Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

0.8

4617

3694.38

... More
Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.

3.08

5066

15605.87

... More
Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab

2.52

5544

13971.13

... More
Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

0.9

11830

10647.83

... More
Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.

0.42

88272

37074.5

... More
Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

40.02

109

4397.8

... More
Prov. Two coats on new concrete surfaces (Painting two coat after filling the surface with synthetic enamel paint in all shafes on new plasterd concrete surfaces)

40.02

70

2813.41

... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & technical specification.

15

268

4033.5

... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

20

110

2210

... More
Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .

7.75

1107

8579.72

... More
(V) NH-33 Karibanda to Banbar Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.61

19760

12053.78

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

2341.26

131

307407.44

... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

41.87

2645

110772.53

... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

279.14

81

22671.75

... More
Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

279.14

15

4438.33

... More
Tack Coat on Bituminous Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

10704.62

12

137661.41

... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

274.59

8553

2348812.66

... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

137.3

11006

1511246

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

339.63

6287

2135494.95

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

3

1740

5222.7

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

... 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)

14

5312

74368

... More
For turnings 60 cm equilaterial triangle

16

4110

65761.6

... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

290

584

169447

... More
Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

73.7

55

4112.46

... More
Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .

7.94

2377

18876.48

... More
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

10.63

4659

49534.84

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

39.62

4631

183485.77

... More
Stone Masonary work in Cement Mortar in Sub- Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

15.24

4775

72782.13

... More
Providing Plain/ Reinforced Cement Concrete in Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

0.8

4651

3721.37

... More
Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.

3.08

5099

15704.95

... More
Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab

2.52

5573

14046.05

... More
Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

0.9

11859

10673.9

... More
Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.

0.42

88262

37070.41

... More
Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

40.02

109

4368.18

... More
Prov. Two coats Painting on new concrete surfaces (Painting two coat after filling the surface with synthetic enamel paint in all shafes on new plasterd concrete surfaces)

40.02

70

2813.41

... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & technical specification.

15

268

4033.5

... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

20

110

2210

... More
Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .

7.75

1107

8579.72

... More
(VI) Hirak road to Jobla Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.51

19760

10077.75

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

2187

131

287153.1

... More
Excavation of road work in soil with hydraulic excavator including cutting and loading in tipprs , trimming bottom and side slope in accordance with requirement of lines grade and cross section and transporting to the embankment location within all lift and lead upto 1000 m etc.

120

62

7488

... More
Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification .

30

2336

70101.6

... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

41.55

2624

109054.62

... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

277.01

81

22495.98

... More
Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)

277.01

15

4401.69

... More
Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

10327.99

12

132817.95

... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

265.13

8530

2261749.79

... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

132.56

10985

1456203.41

... More
Construction of Dry Lean Cement Concrete Sub- base over a prepared subgrade with coarse and fine aggregate Confirming to is:383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation blending to be as per table 600-1 , Cement content not to be less than 150 kg/cum.

21

3488

73262.49

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

170.44

6317

1076720.61

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

3

1740

5222.7

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

... 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)

12

5312

63744

... More
For turnings 60 cm equilaterial triangle

14

4110

57541.4

... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

280

584

163604

... More
(VII) Jatra Tungri (Lari ) to Dhuthuva via Fanikpur Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.43

19760

8496.93

... More
Compacting Original ground Supporting Subgrade (Loosening of the ground a level of 500 mm below the sub-grade level , watered,graded and compacted in layers to meet requirement of Table 300-2for subgrade construction)

27

52

1420.2

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

652.5

131

85673.25

... More
Excavation of road work in soil with hydraulic excavator including cutting and loading in tipprs , trimming bottom and side slope in accordance with requirement of lines grade and cross section and transporting to the embankment location within all lift and lead upto 1000 m etc.

544

62

33945.6

... More
Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification .

154.41

1967

303806.31

... More
Construction of Dry Lean Cement Concrete Sub- base over a prepared subgrade with coarse and fine aggregate Confirming to is:383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation blending to be as per table 600-1 , Cement content not to be less than 150 kg/cum.

95.2

3282

312476.86

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

795.38

6103

4854474.57

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

2

1740

3481.8

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

... 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)

6

5312

31872

... More
For turnings 60 cm equilaterial triangle

8

4110

32880.8

... More
Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

329.4

55

18380.52

... More
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

50.4

4460

224785.51

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

221.85

4188

929240.91

... More
Stone Masonary work in Cement Mortar in Foundation and Plinth complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Foundation and Plinth.

139.5

4174

582312.06

... More
Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

7.2

4451

32053.18

... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

180

110

19890

... More
Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.

225

59

13488.75

... More
(VIII) Potamdaga to Bargai Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.3

19760

5928.09

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

1048.5

131

137668.05

... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

32.02

2288

73292.5

... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

213.45

81

17289.45

... More
Providing and applying tack coat on Granular surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

213.45

15

3376.78

... More
Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

5089.06

12

65139.97

... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

132.56

8170

1083115.95

... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

66.28

10609

703208.26

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

170.44

6103

1040227.7

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

2

1740

3481.8

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

13704

13704

... 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)

4

5312

21248

... More
For turnings 60 cm equilaterial triangle

6

4110

24660.6

... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

140

584

81802

... More
(IX) PWD road to Barlanga Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 .

0.99

19760

19562.7

... More
Compacting Original ground Supporting Subgrade (Loosening of the ground a level of 500 mm below the sub-grade level , watered,graded and compacted in layers to meet requirement of Table 300-2for subgrade construction)

412.88

52

21717.49

... More
Removing all type of Hume pipes and stacking within a lead of 1000 m including earth work and dismantling of masonary works.

20

1000

20010

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

2951.46

131

387526.7

... More
Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification .

187.65

2726

511608.96

... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.

306.56

3023

926819.78

... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)

2043.74

81

165583.81

... More
Providing and applying tack coat on Granular surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

2043.74

15

32352.4

... More
Providing and applying tack coat on Bituminous surface with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.

11818.53

12

151277.18

... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction.

346.56

8911

3088230.82

... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .

173.28

11360

1968512.78

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days)

301.11

6548

1971692.37

... More
Reinforced Cement Concrete M15 Grade Kilometer stone of standard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .

3

1740

5222.7

... More
Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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)

1

14393

14393.1

... 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)

18

5312

95616

... More
For turnings 60 cm equilaterial triangle

10

4110

41101

... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .

366

584

213853.8

... More
Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .

482.21

55

26907.32

... More
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)

80.24

4925

395245.39

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

225.5

4868

1097830.97

... More
Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

126.5

4795

606567.5

... More
Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)

11.05

4917

54339.37

... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7

220

110

24310

... More
Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.

220

59

13096.6

... More
Stone Masonary work in Cement Mortar in foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation .

103.07

4987

514080.18

... More
Stone Masonary work in Cement Mortar in Sub Structure complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.

11.2

5132

57487.58

... More
Providing and laying Reinforced Cement Concrete Hume Pipe NP4 complete as per drawing and Technical Specification .

37.5

6687

250793.25

... More
Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.

111.65

109

12212.28

... More
Prov. Two coats Painting on new concrete surfaces (Painting two coat after filling the surface with synthetic enamel paint in all shafes on new plasterd concrete surfaces)

111.65

70

7849

... More
Goods & Service Tax (G.S.T.) -

75924563.99

-

13666421.52

... More
Labour Cess -

89590985.51

-

895909.86



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