Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date22 Feb 2024
Closing Date27 Feb 2024
Tender Amount₹ 15,41,54,942 
Notes
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Costs

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BOQ Items

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

4.08

2663

652.8

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Removing all types of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonary works.

7.5

5970

796

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B (i)

112.26

345209

3075.09

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

450.65

1541119

3419.77

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Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

3197.22

263099

82.29

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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

3197.22

52146

16.31

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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

830.33

7308581

8802.02

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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

28434.47

374481

13.17

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

395.4

4348241

10997.07

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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) S.O.R. Item No. 6.4

149.68

1009346

6743.36

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Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

18

9772

542.9

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

6

10445

1740.9

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

4.86

69950

14393.1

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

835.16

487983

584.3

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Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

90

49122

545.8

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(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

202.8

11316

55.8

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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 Nominal mix 1:2.5:5 (Hand mixing)

33.8

173833

5143

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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

133.25

569165

4271.41

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

74.75

317162

4242.97

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Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

5.2

26700

5134.8

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Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

128

14144

110.5

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Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

130

7725

59.43

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(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

168

9374

55.8

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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 Nominal mix 1:2.5:5 (Hand mixing)

24

123432

5143

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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

115.2

492066

4271.41

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

78

330951

4242.97

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Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

3.2

16431

5134.8

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Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

79

8729

110.5

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Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

120

7131

59.43

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REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

2.2

9977

4535.2

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Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

0.44

2259

5134.8

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

17.6

1916

108.88

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CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

19.8

1104

55.8

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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

2.7

5815

2153.74

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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 Nominal mix

2.7

13886

5143

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

4.86

21340

4390.99

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Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

1.22

5532

4535.2

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.9

9756

5134.8

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

3.6

21699

6027.51

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

0.52

46052

88223.81

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Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

29.4

3201

108.88

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CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

257.63

14375

55.8

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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

29.2

62889

2153.74

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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 Nominal mix 1:2.5:5 (Hand mixing).

39.2

201605

5143

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

134.48

590500

4390.99

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Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

69.52

315287

4535.2

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

2.28

11707

5134.8

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

15.24

84907

5571.33

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

10.08

60757

6027.51

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

3.6

44317

12310.52

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

1.84

162331

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

158.96

17307

108.88

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

40

4420

110.5

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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8

51.03

56493

1107.06

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CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

74.54

4159

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

9.26

19943

2153.74

... 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 Nominal mix 1:2.5:5 (Hand mixing).

12.11

62281

5143

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

38.82

170458

4390.99

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

27.32

123901

4535.2

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.67

3440

5134.8

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.52

19611

5571.33

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.04

30378

6027.51

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

1.58

19450

12310.52

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

0.71

62638

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

56.75

6178

108.88

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

20

2210

110.5

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

16.12

17845

1107.06

... More
CULVERT(1X3MX2.0M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

82.58

4607

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

11.18

24078

2153.74

... 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 Nominal mix 1:2.5:5 (Hand mixing).

14.28

73442

5143

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

45.24

198648

4390.99

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

45.35

205671

4535.2

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.78

4005

5134.8

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.79

21115

5571.33

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

8.55

51535

6027.51

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

2.03

24990

12310.52

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

1.09

96163

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

72.89

7936

108.88

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

30

3315

110.5

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

21.52

23823

1107.06

... More
2.STRENGTHENING OF ROAD FROM DUMRI TO PAKRITOLI Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

1.49

29442

19760.3

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

60

8064

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

9.36

6110

652.8

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

3251.02

426858

131.3

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

246.87

817663

3312.12

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

1776.85

146145

82.25

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

1776.85

28962

16.3

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

495.36

4307264

8695.22

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

17093.99

224956

13.16

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

235.89

2568457

10888.37

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

12

6514

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

4

6963

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

1.08

15544

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

498.24

291121

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

60

32748

545.8

... More
(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

78

4352

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

13

65768

5059.15

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

51.25

214407

4183.56

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

28.75

119616

4160.59

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

2

10101

5050.95

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

49

5414

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

49.5

2936

59.33

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

168

9374

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

24

121419

5059.15

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

115.2

481946

4183.56

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

78

324526

4160.59

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

3.2

16163

5050.95

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

79

8729

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

120

7119

59.33

... More
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

2.2

9784

4447.56

... More
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

0.44

2222

5050.95

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

17.6

1908

108.43

... More
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

9.9

552

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

1.35

2806

2079.19

... 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 Nominal mix

1.35

6829

5059.15

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

2.43

10457

4303.47

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

0.61

2713

4447.56

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.95

4798

5050.95

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

1.8

10704

5947.16

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

0.26

23026

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

14.7

1593

108.43

... More
CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

74.54

4159

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

9.26

19253

2079.19

... 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 Nominal mix 1:2.5:5 (Hand mixing).

12.11

61266

5059.15

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

38.82

167060

4303.47

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

27.32

121507

4447.56

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.67

3384

5050.95

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.52

19320

5488.64

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.04

29973

5947.16

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

1.58

19323

12230.17

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

0.71

62638

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

56.75

6153

108.43

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

20

2210

110.5

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

16.12

17845

1107.06

... More
CULVERT(1X3MX2.0M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

82.58

4607

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

11.18

23245

2079.19

... 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 Nominal mix 1:2.5:5 (Hand mixing).

14.28

72244

5059.15

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

45.24

194688

4303.47

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

45.35

201696

4447.56

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.78

3939

5050.95

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.79

20801

5488.64

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

8.55

50848

5947.16

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

2.03

24827

12230.17

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

1.09

96163

88223.81

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

72.89

7903

108.43

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

30

3315

110.5

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

21.52

23823

1107.06

... More
3.STRENGTHENING OF ROAD FROM AKASI TO KARAMDONI Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

2.48

49005

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

6596.37

866103

131.3

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

446.11

1487170

3333.64

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

3206.45

263666

82.23

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

3206.45

52233

16.29

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

1877.09

36471

19.43

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

859.58

7475612

8696.82

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

26173.95

344187

13.15

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

390.72

4290539

10981.11

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

6

10445

1740.9

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

17

9229

542.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

3.24

46633

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

825.28

482211

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone

80

43664

545.8

... More
(Drain) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

108

6026

55.8

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

81

347315

4287.85

... 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 Nominal mix 1:2:4

36

186059

5168.32

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

360

40114

111.43

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

147

8202

55.8

... 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 Nominal mix 1:2:4

21

108534

5168.32

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

100.8

420345

4170.09

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

68.25

283739

4157.35

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

2.8

14448

5160.12

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

69

7624

110.5

... More
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

105

6294

59.95

... More
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

4.4

19500

4431.82

... More
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

0.88

4540

5160.12

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

35.2

3922

111.43

... More
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

9.9

552

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

1.35

2706

2004.65

... 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 Nominal mix

1.35

6977

5168.32

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

2.43

10419

4287.85

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

0.61

2703

4431.82

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.95

4902

5160.12

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

1.8

10923

6068.85

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

0.26

23054

88331.22

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

14.7

1638

111.43

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

128.82

7188

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

14.6

29267

2004.65

... 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 Nominal mix 1:2.5:5 (Hand mixing).

19.58

101195

5168.32

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

67.24

288315

4287.85

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

34.76

154050

4431.82

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.14

5882

5160.12

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

7.62

42707

5604.66

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.04

30587

6068.85

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

1.8

22248

12360.24

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

0.91

80381

88331.22

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

79.48

8856

111.43

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

20

2210

110.5

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

25.52

28707

1124.92

... More
4.STRENGTHENING OF ROAD FROM JAIRAGI TO DAHKUL Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

1.49

29442

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

2900.54

380840

131.3

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

57.12

7676

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

11.04

7206

652.8

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

234.01

815377

3484.37

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

1690.95

139182

82.31

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

1690.95

27596

16.32

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

1312.75

25546

19.46

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

493.05

4373422

8870.14

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

15779.27

207812

13.17

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

234.79

2599348

11070.95

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

4

6963

1740.9

... More
(Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone

10

5429

542.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

3.24

46633

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

495.92

289766

584.3

... More
Boundry piller (Hectometer stone (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Hectometer stone

50

27290

545.8

... More
(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

124.8

6963

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

20.8

108451

5214.03

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

82

330947

4035.94

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

46

185309

4028.47

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

3.2

16658

5205.83

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

79

8729

110.5

... More
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

80

4768

59.6

... More
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

2.2

9457

4298.72

... More
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

0.44

2290

5205.83

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

17.6

1931

109.74

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

128.82

7188

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

14.61

27918

1911.46

... 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 Nominal mix 1:2.5:5 (Hand mixing).

19.58

102090

5214.03

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

67.24

279376

4154.91

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

34.76

149423

4298.72

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.14

5934

5205.83

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

7.62

43018

5645.51

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.04

30762

6103.63

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

1.8

22304

12391.2

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

0.91

80336

88282.4

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

79.48

8722

109.74

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

20

2210

110.5

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

25.52

28707

1124.92

... More
CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

223.62

12478

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

27.78

53100

1911.46

... 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 Nominal mix 1:2.5:5 (Hand mixing).

36.33

189425

5214.03

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

116.46

483880

4154.91

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

81.96

352323

4298.72

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

2.01

10463

5205.83

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

10.56

59616

5645.51

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

15.12

92286

6103.63

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

4.74

58734

12391.2

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

2.13

188041

88282.4

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

170.25

18683

109.74

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

60

6630

110.5

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

48.36

54401

1124.92

... More
5.STRENGTHENING OF ROAD FROM TAATI TO BAMHANDIPA Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

0.96

18969

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

1988.12

261040

131.3

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

110.24

386489

3505.89

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

795.23

65463

82.32

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

795.23

12978

16.32

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

317.67

2825356

8894

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

10927.84

144028

13.18

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

378.75

7374

19.47

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

151.27

1678575

11096.55

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

7

3800

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

3

5222

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

2.05

29505

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

335.92

196278

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

60

32748

545.8

... More
(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

202.8

11316

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

33.8

177163

5241.52

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

133.25

544287

4084.71

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

74.75

304593

4074.83

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

5.2

27213

5233.32

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

128

14144

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

130

7759

59.69

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

315

17577

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

45

235868

5241.52

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

216

882297

4084.71

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

146.25

595943

4074.83

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

6

31399

5233.32

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

147

16243

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

225

13430

59.69

... More
6.STRENGTHENING OF ROAD FROM BANDUA TO MAHUADIH Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

1.19

23514

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

1920.46

252156

131.3

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

20.16

2709

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

8.16

5326

652.8

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

134.27

467846

3484.37

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

968.91

79741

82.3

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

968.91

15802

16.31

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

395.46

3504756

8862.48

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

11454.09

150850

13.17

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

2642.16

51416

19.46

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

188.31

2082316

11057.92

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

10

5429

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

4

6963

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

3.24

46633

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

397.76

232411

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

50

27290

545.8

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

210

11718

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

30

156190

5206.36

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

144

625556

4344.14

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

97.5

420423

4312.04

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

4

20792

5198.16

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

99

10939

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

150

8934

59.56

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

64.41

3594

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

7.3

16130

2209.66

... 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 Nominal mix 1:2.5:5 (Hand mixing).

9.8

51022

5206.36

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

33.62

150054

4463.25

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

17.38

80079

4607.56

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.57

2962

5198.16

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.81

21472

5635.92

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

2.52

15352

6092.36

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

0.9

11139

12377.64

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

0.46

40596

88253

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

40.02

4383

109.53

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

10

1105

110.5

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

12.76

14126

1107.06

... More
CULVERT(1X5MX2M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

254.9

14223

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

24.16

53385

2209.66

... 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 Nominal mix 1:2.5:5 (Hand mixing).

34.28

178474

5206.36

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

143.04

638423

4463.25

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

62.38

287419

4607.56

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.1

5717

5198.16

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

4.37

24628

5635.92

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

18.71

113988

6092.36

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

3.26

40351

12377.64

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

2.18

192391

88253.1

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

93.05

10191

109.53

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

30

3315

110.5

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

21.8

24523

1124.92

... More
7.STRENGTHENING OF ROAD FROM BAGHMARIYA TO BANDUWA Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

1.59

31418

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

3369.6

442428

131.3

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

57.12

7676

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

11.04

7206

652.8

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

133.94

463812

3462.84

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

969.62

79790

82.29

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

969.62

15814

16.31

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

527.37

4665985

8847.65

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

18762.5

247102

13.17

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

358.3

6968

19.45

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

251.13

2773946

11045.86

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

10

5429

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

4

6963

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

3.24

46633

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

530.44

309936

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

50

27290

545.8

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

210

11718

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

30

155490

5183.01

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

144

621832

4318.28

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

97.5

418012

4287.31

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

4

20699

5174.81

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

99

10939

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

150

8925

59.5

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

64.41

3594

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

7.3

15994

2191.02

... 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 Nominal mix 1:2.5:5 (Hand mixing).

9.8

50793

5183.01

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

33.62

149192

4437.61

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

17.38

79633

4581.89

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.57

2949

5174.81

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.81

21382

5612.16

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

2.52

15292

6068.52

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

0.9

11117

12353.04

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

0.46

40591

88243.34

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

40.02

4371

109.23

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

10

1105

110.5

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

12.76

14353

1124.92

... More
CULVERT(1X5MX2M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

254.9

14223

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

24.16

52935

2191.02

... 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 Nominal mix 1:2.5:5 (Hand mixing).

34.28

177673

5183.01

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

143.04

634755

4437.61

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

62.38

285818

4581.89

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.1

5692

5174.81

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

4.37

24525

5612.16

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

18.71

113542

6068.52

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

3.26

40270

12353.04

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

2.18

192370

88243.34

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

93.05

10163

109.23

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

29

3204

110.5

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

21.8

24523

1124.92

... More
8.STRENGTHENING OF ROAD FROM KANJI TO BATASPUR Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

0.98

19365

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

1896.24

248976

131.3

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

36.96

4967

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

9.36

6110

652.8

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

147.47

523365

3548.96

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

1063.82

87573

82.32

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

1063.82

17361

16.32

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

324.99

2904386

8936.85

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

10390.34

136944

13.18

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

926.42

18037

19.47

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

154.76

1724253

11141.47

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

7

3800

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

3

5222

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

2.16

31089

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

326.88

190995

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

50

27290

545.8

... More
(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

109.2

6093

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

18.2

95804

5263.99

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

71.75

288493

4020.81

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

40.25

161609

4015.15

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

2.8

14716

5255.79

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

69

7624

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

70

4175

59.65

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

168

9374

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

24

126335

5263.99

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

115.2

463197

4020.81

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

78

313181

4015.15

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

3.2

16818

5255.79

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

79

8729

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

120

7158

59.65

... More
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

2.2

9423

4283.42

... More
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

0.44

2312

5255.79

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

17.6

1934

109.94

... More
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

9.9

552

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

1.35

2555

1892.82

... 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 Nominal mix

1.35

7106

5263.99

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

2.43

10059

4139.64

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

0.61

2612

4283.42

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.95

4993

5255.79

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

1.8

11079

6155.08

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

0.26

23049

88311.69

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

14.7

1616

109.94

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

64.41

3594

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

7.3

13817

1892.82

... 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 Nominal mix 1:2.5:5 (Hand mixing).

9.8

51587

5263.99

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

33.62

139174

4139.64

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

17.38

74445

4283.42

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

0.57

2995

5255.79

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

3.81

21704

5696.68

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

2.52

15510

6155.08

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

0.9

11200

12444.95

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

0.46

40623

88311.69

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

40.02

4399

109.94

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

10

1105

110.5

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

12.76

14353

1124.92

... More
CULVERT(1X3MX2.0M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

165.16

9215

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

22.36

42323

1892.82

... 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 Nominal mix 1:2.5:5 (Hand mixing).

28.56

150339

5263.99

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

90.48

374554

4139.64

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

90.7

388506

4283.42

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.56

8199

5255.79

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

7.58

43180

5696.68

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

17.1

105251

6155.08

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

4.06

50526

12444.95

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

2.18

192519

88311.69

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

145.78

16027

109.94

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

60

6630

110.5

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

43.04

48416

1124.92

... More
9.STRENGTHENING OF ROAD FROM CHIRAIYA TO KHUNTKONA Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2

3.11

61454

19760.3

... More
Construction of Subgrade and Earthen Shoulders (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)S.O.R. Item No. 3.18

6531.63

857603

131.3

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means

40.32

5419

134.4

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical means Cement concrete Grade M-15 & M-20

8.16

5326

652.8

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

568.84

1969801

3462.84

... More
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I)

4073.8

335273

82.3

... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)

4073.8

66443

16.31

... More
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates 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 clauses 501.6 and 501.7 to achieve the desired compaction.S.O.R. Item No. 5.03

1078.98

9544182

8845.56

... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)

34270.1

451337

13.17

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

891.58

17350

19.46

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. 5.07 (II)

490.44

5467125

11147.39

... More
Hectometer Stone Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (precast) S.O.R. Item No. 8.14 (ii)

21

11400

542.9

... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)

7

12186

1740.9

... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangular S.O.R. Item No. 8.4 (iv). (X)

1

7526

7526

... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 S.O.R. Item No. 8.06

5.4

77722

14393.1

... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13

1035.92

605288

584.3

... More
Boundry piller (precast ) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

120

65496

545.8

... More
(Drain) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

136.8

7633

55.8

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

102.6

455028

4434.98

... 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 Nominal mix 1:2:4

45.6

237494

5208.22

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

456

50182

110.05

... More
(RETAINING WALL 1.00M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

249.6

13927

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

41.6

216661

5208.22

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

164

707863

4316.24

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

92

394486

4287.9

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

6.4

33280

5200.02

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

158

17459

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

160

9545

59.66

... More
(RETAINING WALL 1.50M HEIGHT) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)

105

5859

55.8

... 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 Nominal mix 1:2.5:5 (Hand mixing)

15

78123

5208.22

... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

72

310769

4316.24

... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)

48.75

209035

4287.9

... More
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)

2

10400

5200.02

... More
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

49

5414

110.5

... More
Flush Pointing with cement mortor (1:3), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204

75

4474

59.66

... More
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

6.32

28940

4579.22

... More
Providing P.C.C. & R.C.C. M-150 in coping with nominal mix (1:2:4) all complete job as per design, drawing and relevant clause of MOST specification and direction of E/I.

1.26

6552

5200.02

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

35.2

3873

110.05

... More
CULVERT(1X0.6MX0.6M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

29.7

1657

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

4.05

8798

2172.38

... 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 Nominal mix

4.05

21093

5208.22

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

7.29

32331

4434.98

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

1.83

8379

4579.22

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

2.85

14820

5200.02

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.4

32919

6096.12

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

0.78

69109

88262.87

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

44.1

4853

110.05

... More
CULVERT(1X1MX1M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

128.82

7188

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

14.6

31716

2172.38

... 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 Nominal mix 1:2.5:5 (Hand mixing).

19.58

101976

5208.22

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

67.24

298208

4434.98

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

34.76

159173

4579.22

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

1.14

5928

5200.02

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

7.62

42966

5638.65

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

5.04

30724

6096.12

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

1.8

22287

12382.18

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

0.91

80319

88262.87

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

79.48

8746

110.05

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

20

2210

110.5

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

25.52

28707

1124.92

... More
CULVERT(1X2MX1.4M) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

223.62

12478

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

27.78

60348

2172.38

... 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 Nominal mix 1:2.5:5 (Hand mixing).

36.33

189214

5208.22

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

116.46

516497

4434.98

... More
Stone masonry work in cement mortar 1:3 in Substucture complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in Substructure

81.96

375312

4579.22

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

2.01

10452

5200.02

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

10.56

59544

5638.65

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

15.12

92173

6096.12

... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

4.74

58691

12382.18

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

2.13

187999

88262.87

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

170.25

18736

110.05

... More
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

60

6630

110.5

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

48.36

54401

1124.92

... More
CULVERT(2X5MX2.5M Repair) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

28.8

1607

55.8

... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

71.55

155433

2172.38

... 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 Nominal mix 1:2.5:5 (Hand mixing).

43.43

226192

5208.22

... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

14.85

65859

4434.98

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

2.46

12792

5200.02

... More
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

73.5

8088

110.05

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

129346318.06

23282337

0.18

... More
Labour Cess -

152628655.31

1526286

0.01



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