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Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Barpeta, Assam
Opening Date17 Jul 2018
Closing Date23 Jul 2018
Tender Amount₹ 35,89,89,000 
Notes
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Costs

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Rd no.1Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification Clause 202. (B) Above 600 mm to 900 mm dia Hume Pipe

15

-

147

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Rd no.1 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

103215.42

-

155

... More
Rd no.1 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

3653.72

-

209

... More
Rd no.1Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

2100.9

-

2305.8

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Rd no.1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading –III (A) By Manual Means.

1321.7

-

3386.69

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Rd no.1Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

16932.38

-

954.6

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Rd no.1 Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)

5

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2058

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Rd no.1Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 vi) 60cm x 60cm square

1

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9007

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Rd no.1Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 60cm equilateral triangle

4

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3897

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Rd no.1Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 iii) 60cm circular

2

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5167

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Rd no.1Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1701.1.

1

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19714

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Rd no.1Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

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23890

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Rd no.1Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint OGPC

33

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183.38

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Rd no.1Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint Painting

33

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55

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Rd no.1Supplying and dumping of Geo bags in loose (in slopes and dry bed without boat)

1071

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261

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Rd no.1Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.up to 3m depth

106.91

-

71

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Rd no.1Bedding for pipe (i) Type A(Concrete cradle) Beddingwith M15 grade cement as per clause 1105 (i)

5.4

-

5286

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Rd no.1Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

2.48

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5284

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Rd no.1Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 1109 A. 1:4 cement mortar

12.76

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3413

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Rd no.1Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia Rate as per F-8

7.5

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6235

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Rd no.1Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II. In 1:3 cement mortar

23.86

-

3606

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Rd no.1Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

21.8

-

126.6

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Rd no.1Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A. With Crushed Stone I. PCC Grade M10, Nominal mix 1:3:6

12.84

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5284

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Rd no.1Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A. With Crushed Stone III. PCC Grade M20, Nominal mix 1:2:4

115.93

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6354

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Rd no.1Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. III. Random rubble masonry in 1:3 cement mortar

78.98

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3512

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Rd no.1Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per Clauses 614, 709, 1204.3.7

42

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182

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Rd no.1Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8 (i) Granular materials

46.25

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1010

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Rd no.1Providing and laying filter media with granular crushed aggregates as oer specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

25.2

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1452

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Rd no.1Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX complete including all accessories as per drawing and Technical Specification

106920

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1.15

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Rd no.1Providing and laying Reinforced cement concrete in superstructure complete as per drawing and technical specification Clauses 800, 1205.4, 1205.5 A. With Crushed Stone IV. RCC M-25, up to height of 5m

48.6

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7869

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Rd no.1Supplying, fitting and placing TMT bar reinforcement (Fe-500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202

3.89

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66360

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Rd no.1Construction of precast RCC railing of M25 Grade in cast in situ with 20mm nominal size aggregate true to line and grade, tolerance of vertical Railing post not to exceed 2000mm as per drawing and technical specifications

28.8

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2584

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Rd no.1Providing and laying of an elastomeric slab seal expansion joint compleate as per approved drawing and approved specification to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructuion for instalation and as per technical specification clause 1207.2.5

12

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16461

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Rd no.1Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301

57.6

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1166

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Rd no.1Reinforced cement concrete M- 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704

416

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505

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Rd no.1Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I.Ordinary soil (ii) with dewatering (ii) 3.00m to 6.00m depth

979.38

-

127

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Rd no.1Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I.Ordinary soil. (i) Without dewatering (ii) 3.00m to 6.00m depth

583.31

-

113

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Rd no.1Providing and construction of temporary island to accommodate pile rig and other assessories including casting of pile cap, all complete. (ii)Assuming depth of water 4.0m to 4.50m

4

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41153

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Rd no.1Providing and construction of one span service road to reach island location from one pier location to another pier location

116

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2258

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Rd no.1Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications

7.71

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103102

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

148.46

-

8708

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well steining i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

1769.81

-

7888

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Bottom plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

320.21

-

7676

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Intermediate plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

33.93

-

7350

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Top plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

19.64

-

7171

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Rd no.1Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well cap i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

255.44

-

7528

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m

6

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4394

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m

14

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6404

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m

30

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8458

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Beyond 20m up to 30m

12.18

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19037

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Rd no.1Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m

6

-

6697

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Rd no.1Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m

14

-

9327

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m

20

-

12318

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Rd no.1Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m

2.74

-

23104

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Rd no.1Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207

1530.77

-

1331

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Rd no.1Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar

117.88

-

72065

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Rd no.1Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as per MORTH section 1500, 1700, 2200 N with plasticizer F. RCC Grade M25 ii) Height above 5m up to 10m.

374.8

-

8243

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Rd no.1Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar

52.99

-

72169

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Rd no.1Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)

404.6

-

15399

... More
Rd no.1Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and routine load test

210

-

330

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Rd no.1Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section

19.02

-

5776

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Rd no.1Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100 & 1500 including steel shuttering formwork. B.RCC Grade M25 (i)Using concrete mixer

171.74

-

8450

... More
Rd no.1Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1000 & 1202.

42.76

-

72065

... More
Rd no.1Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802,804,805,806,807,1202 and 1204. A.With crushed stone IV) RCC Grade M25 i)for height upto 5m.

144.06

-

7094

... More
Rd no.1Supplying , fitting and placing TMT bar reinforcement in substructure complete as per drawing and Technical Specifications clause 1000 & 1202.

18.5

-

72169

... More
Rd no.1Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX complete including all accessories as per drawing and Technical Specification

433440

-

1.15

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Rd no.1Providing and laying Reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 A with crushed stone. ii. RCC Grade M-25 Grade Case I Using concrete mixer (ii) For T-Beam and Slab (ii) Height above 5m up to 10m.

660.09

-

7885

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Rd no.1Supplying , fitting and placing TMT bar reinforcement in super structure complete as per drawing and Technical Specifications as per MORTH section 1600 with Tata make TMT CRS (Fe 500 grade) rebar

116.05

-

70685

... More
Rd no.1Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (A) With natural aggregate.

75.78

-

14137

... More
Rd no.1Construction of precast RCC railing of M30 Grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical Railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post foe expansion complete as per approved drawing and technical specifications

296.24

-

2140

... More
Rd no.1Providing and laying a burried expansion joint, covered with 12mm thick, 200mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia. 100mm long galvanised nails spaced 300mm c/c along the center line of the plate, as per technical specification clauses 1207.2.3

67.6

-

1492

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Rd no.1Providing and fixing in position 20mm thick pre moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for horizontal movement up to 20 mm, covered with sealant complete as per drawing & Technical Specification

67.6

-

312

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Rd no.1Drainage spouts complete as per drawings and technical specification clause.

54

-

8515

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Rd no.1Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A. With granular material

688.81

-

1126

... More
Rd no.1P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications

13.96

-

5893

... More
Rd no.1Reinforced Cement Concrete approach slab including reinforcement and formwork complate as per drawing and Technical Specifications with other ISI marked TMT grade rebar

27.9

-

13261

... More
Rd no.1Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder

687.27

-

2160.5

... More
Rd no.1Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications

343.63

-

1332

... More
Rd no.1Boulder apron laid in wire crates (Providing and laying boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (Weaved diagonally) including 10% extra for laps and joints.

763.87

-

2904.5

... More
Road no.2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i)  By Manual Means A) In area of non-thorny jungle

1.23

-

30802

... More
Road no.2Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

30624.44

-

155

... More
Road no.2Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

4948.45

-

209

... More
Road no.2Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

727.7

-

2449.85

... More
Road no.2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.3) Grading –III (A) By Manual Means.

454.81

-

3411.38

... More
Road no.2Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

5889.38

-

954.6

... More
Road no.2Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)

2

-

2058

... More
Road no.2Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. iii) 200 m stone (precast)

6

-

546

... More
Road no.2Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 vi) 60cm x 60cm square

1

-

5862

... More
Road no.2Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 60cm equilateral triangle

5

-

3730

... More
Road no.2Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 iii) 60cm circular

5

-

5057

... More
Road no.2Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1701.1.

2

-

19714

... More
Road no.2Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

-

23894

... More
Road no.2Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Maintenance Information Board

1

-

23894

... More
Road no.2Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

79.64

-

71

... More
Road no.2Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

7.91

-

1166

... More
Road no.2Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

5.42

-

5299

... More
Road no.2 Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 1109 A. 1:4 cement mortar

53.15

-

3387

... More
Road no.2 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

15

-

6235

... More
Road no.2Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

73.8

-

1266

... More
Road no.2 Construction of cold weather Bamboo bridge over all width 3.70 m and clear road way 3.0 m with jungle wood post 20 to 25 cm dia 5 nos in each row and rows being 2.0 m apart except for the navigable span which should be 3 m post to be driven at least 180 cm or more below ground level including providing 20 to 25 cm centre to centre and place over 20 cm dia jungle wood dham 15 cm dia jungle wood bracing collar fixed by bolts and nuts straps etc. matured bholuka bamboo cross growth all closely packed and tied 75 cm wide trcak way made from 38 mm thick first class local plank fixed on 75 cm wide track way made from 38 mm thick first class local plank fixed on 75 mm X 100 mm first class local battens 120 cm apart and 3 lines of jati bamboo horizontal ralling fixed in bholuka bamboo post placed at 210 cm apart and white wash including all necessary nuts and bolts coir ropes struts nails etc. complete with a layer of brush wood to expose portion out side track way with earth topping as per direction of the department.

50

-

12814

... More
Road no.2Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.

32

-

973

... More
Road no.2Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (i) up to 3.00m depth

304.47

-

56

... More
Road no.2Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter-1000mm)

728.05

-

11792

... More
Road no.2Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and routine load test

500

-

330

... More
Road no.2Levelling course for pile cap as per drawing and technical specification of MORTH Section 1100& 1700.

18.29

-

5895

... More
Road no.2Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100 & 1500 including steel shuttering formwork. B.RCC Grade M20 (i)Using concrete mixer

283.8

-

6971

... More
Road no.2Supplying , fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications of MORTH section no. 1100, 1500 & 1700 b) With TATA make TMT rebar

112.54

-

77644

... More
Road no.2Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1500, 1700 & 2200 E) a) RCC Grade M 30 i) Height up to 5m case- I : Using concrete mixer

147.72

-

8154

... More
Road no.2Supplying , fitting and placing uncoated TMT bar reinforcement in substructure complete as per drawing and Technical Specifications of MORTH section no. 1600, 2200 b) With TATA make TMT rebar

20.23

-

77748

... More
Road no.2Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

489

-

733

... More
Road no.2Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

489

-

633

... More
Road no.2Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

181440

-

1.15

... More
Road no.2Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. B.RCC Grade M35 Case I : Using Concrete Mixer b)Height 5m to 10m

443

-

8197

... More
Road no.2Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works. b) with TATA make TMT rebar

63.17

-

76167

... More
Road no.2High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.

5.69

-

142099

... More
Road no.2Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work.

46.71

-

14674

... More
Road no.2Construction of precast RCC railing of M30 Grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical Railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post foe expansion complete as per approved drawing and technical specifications

190.08

-

2309

... More
Road no.2Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, laced symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.).

37.5

-

1492

... More
Road no.2Drainage Spouts complete as per drawing and Technical specification

51

-

8615

... More
Road no.2Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder

248.92

-

2298.2

... More
Road no.2Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

92.97

-

1332

... More
Road no.2Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specifications Clause1301.

362.78

-

2298.2

... More
Rd no.3Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i)  By Manual Means A) In area of non-thorny jungle

1.32

-

30802

... More
Rd no.3Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (i) Girth above 300 mm to 600 mm

20

-

160

... More
Rd no.3Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (ii) Girth above 600 mm to 900 mm

6

-

291

... More
Rd no.3Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

60819.71

-

155

... More
Rd no.3Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

2261.3

-

209

... More
Rd no.3Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

1311.8

-

2305.8

... More
Rd no.3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.3) Grading –III (A) By Manual Means.

826.65

-

3386.69

... More
Rd no.3Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

10591.88

-

954.6

... More
Rd no.3 Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)

3

-

2058

... More
Rd no.3Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 vii) 90 cm octagonal

1

-

9007

... More
Rd no.3 Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 60cm equilateral triangle

30

-

3897

... More
Rd no.3Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801iii) 60cm circular

13

-

5167

... More
Rd no.3Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1. Rate as per SOR - 2016-17.

1

-

19714

... More
Rd no.3Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

-

23890

... More
Rd no.3Supplying and Dumping Geo Bags in Loose (IN SLOPE AND DRY BED WITHOUT BOAT)

247

-

261

... More
Rd no.3 Provision of Rumble stripes coveredwith premix carpet 15.2mm high st 250 mm placed at 1 m centre to centre at approved locations to control speed, marked with white stripes of road marking paint. a.Premix Carpet

144

-

183.38

... More
Rd no.3Provision of Rumble stripes coveredwith premix carpet 15.2mm high st 250 mm placed at 1 m centre to centre at approved locations to control speed, marked with white stripes of road marking paint. b.Painting

144

-

55

... More
Rd no.3Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

73.73

-

71

... More
Rd no.3Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

3.84

-

5299

... More
Rd no.3Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular material

11.63

-

1166

... More
Rd no.3Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II. In 1:4 cement mortar

19.33

-

3387

... More
Rd no.3Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

32.2

-

126.6

... More
Rd no.3Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

7.5

-

6235

... More
Rd no.3Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land (for Earth Work in cushioning)

58.47

-

209

... More
Rd no.3Earthwork in excavation for 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 as per MORTH clause 304. A.Manual Means (I) with dewatering (ii) 3.00 m to 6.00 m depth

905.17

-

127

... More
Rd no.3Providing and construction of temporary island to accommodate pile rig and other assessories including casting of pile cap, all complete. Iii)Assuming depth of water 3.0m to 4.0m

2

-

41153

... More
Rd no.3Providing and construction of one span service road to reach island location from one pier location to another pier location

78

-

2258

... More
Rd no.3Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications

6.26

-

103102

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

121.22

-

8708

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications B. Well Steining i. RCC M-20 Grade . Case I. Usuing Concrete Mixture

1082.82

-

7888

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications C. Bottom Plug Concrete to be placed usuing tremie pipe i. PCC Grade M-25 Grade . Case I. Usuing Concrete Mixture

266.29

-

7350

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications D. Intermediate Plug Concrete i. PCC Grade M-25 . Case I. Usuing Concrete Mixture

22.62

-

7350

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications E. Top Plug Concrete iii. PCC Grade M-25 . Case I. Usuing Concrete Mixture

19.64

-

7171

... More
Rd no.3Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications F. Well Cap i. RCC M-25 Grade . Case I. Usuing Concrete Mixture

200.44

-

7528

... More
Rd no.3Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m

6

-

4394

... More
Rd no.3Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m

14

-

6404

... More
Rd no.3Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m

16.3

-

8458

... More
Rd no.3Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m

6

-

6697

... More
Rd no.3Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m

14

-

9327

... More
Rd no.3Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m

14.53

-

12318

... More
Rd no.3Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207

953.82

-

1331

... More
Rd no.3Supplying, fitting and placing un coated TMT bar reinforcement in super structure complete as per drawing and technical specifications as per MoRTH Section 1600 (a)with TATA make TMT CRS ( Fe 500grade) rebar

69.38

-

72065

... More
Rd no.3Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802,804,805,806,807,1202 and 1204. A.With crushed stone IV) RCC Grade M25 ii)height 5 to 10 m.

308.57

-

9616

... More
Rd no.3Supplying, fitting and placing un coated TMT bar reinforcement in super structure complete as per drawing and technical specifications as per MoRTH Section 1600 (a)with TATA make TMT CRS ( Fe 500grade) rebar

41.2

-

72169

... More
Rd no.3Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX complete including all accessories as per drawing and Technical Specification clause 1207.1.

226800

-

1.15

... More
Rd no.3Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications at clause 800,1205 and 1205 . A with crushed Stone E. RCC Grade M-25 (Using Concrete Mixer) (II) For T-Beam and Slab (p) Height up to 5.0 m

382.25

-

9375

... More
Rd no.3Supplying, fitting and placing un coated TMT bar reinforcement in super structure complete as per drawing and technical specifications as per MoRTH Section 1600 (a)with TATA make TMT CRS ( Fe 500grade) rebar

67.25

-

70685

... More
Rd no.3Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (A) With natural aggrate.

42.45

-

14137

... More
Rd no.3Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, as per drawings and technical specifications clauses 800, 900 and 1208.3

164.32

-

2140

... More
Rd no.3Providing and laying a burried expansion joint,expansion gap being 200mm, covered with 12mm thick, 200mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia. 100mm long galvanised nails spaced 300mm c/c along the center line of the plate, as per technical specification clauses 1207.2.3

25.35

-

1492

... More
Rd no.3Providing & fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported span not exceeding 10.00m to cater for horizontal movement up to 20 mm , covered with sealant complete as per drawing & Technical Specification.

25.35

-

312

... More
Rd no.3Rd no.3Drainage spouts complete as per drawings and technical specification clause 2705.

28

-

8515

... More
Rd no.3Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.3.8 . (A) With granular material.

489.34

-

1126

... More
Rd no.3P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications Clauses 800 and 1211 A with crushed stone i) Nominal mix(1:2.5:5)

6.98

-

5893

... More
Rd no.3Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complate as per drawing and Technical Specifications.

13.95

-

13261

... More
Rd no.3Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder

295.8

-

2160.5

... More
Rd no.3Providing and l;aying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

151.14

-

1332

... More
Rd no.3Providing and laying boulder apron for bed protection with stone boulders of minimum size weight as per table 1300.1,no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301

528.86

-

2904.5

... More
Rd no.3Reinforced Cement Concrete M 15 Boundary pillar /local stone of standard design asper IRC:25,fixed in position including finishing and lettering but excluding painting asper drawing and Technical Specifications.

208

-

505

... More
Rd no.4Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i)  By Manual Means A) In area of non-thorny jungle

2.51

-

30802

... More
Rd no.4Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

37825.38

-

155

... More
Rd no.4Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

11389.71

-

209

... More
Rd no.4Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

2079.6

-

2401

... More
Rd no.4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading –III (A) By Manual Means.

1001.8

-

3354.77

... More
Rd no.4Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

13244.25

-

954.6

... More
Rd no.4Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)

4

-

2058

... More
Rd no.4 Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. iii) 200 m stone (precast)

14

-

546

... More
Rd no.4Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 vi) 60cm x 60cm square

1

-

5862

... More
Rd no.4Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 60cm equilateral triangle

7

-

3730

... More
Rd no.4Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 iii) 60cm circular

5

-

5057

... More
Rd no.4Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1701.1.

2

-

19714

... More
Rd no.4Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

-

23894

... More
Rd no.4Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Maintenance Information Board

1

-

23894

... More
Rd no.4Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

238.91

-

71

... More
Rd no.4Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

23.72

-

1166

... More
Rd no.4Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

16.25

-

5299

... More
Rd no.4Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 1109 A. 1:4 cement mortar

159.45

-

3387

... More
Rd no.4Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

45

-

6235

... More
Rd no.4Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

22.14

-

1266

... More
Rd no.4Construction of cold weather Bamboo bridge over all width 3.70 m and clear road way 3.0 m with jungle wood post 20 to 25 cm dia 5 nos in each row and rows being 2.0 m apart except for the navigable span which should be 3 m post to be driven at least 180 cm or more below ground level including providing 20 to 25 cm centre to centre and place over 20 cm dia jungle wood dham 15 cm dia jungle wood bracing collar fixed by bolts and nuts straps etc. matured bholuka bamboo cross growth all closely packed and tied 75 cm wide trcak way made from 38 mm thick first class local plank fixed on 75 cm wide track way made from 38 mm thick first class local plank fixed on 75 mm X 100 mm first class local battens 120 cm apart and 3 lines of jati bamboo horizontal ralling fixed in bholuka bamboo post placed at 210 cm apart and white wash including all necessary nuts and bolts coir ropes struts nails etc. complete with a layer of brush wood to expose portion out side track way with earth topping as per direction of the department.

72

-

12814

... More
Rd no.4Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (i) up to 3.00m depth

417.32

-

56

... More
Rd no.4Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)

775.93

-

11792

... More
Rd no.4Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and routine load test

425

-

330

... More
Rd no.4Levelling course for pile cap as per drawing and technical specification of MORTH Section 1100& 1700.

18.17

-

5895

... More
Rd no.4Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100 & 1500 including steel shuttering formwork. B.RCC Grade M20 (i)Using concrete mixer

283.8

-

6971

... More
Rd no.4Supplying , fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications of MORTH section no. 1100, 1500 & 1700 b) With TATA make TMT rebar

126.36

-

77644

... More
Rd no.4Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1500, 1700 & 2200 E) a) RCC Grade M 30 i) Height up to 5m case- I : Using concrete mixer

133.22

-

8154

... More
Rd no.4Supplying , fitting and placing uncoated TMT bar reinforcement in substructure complete as per drawing and Technical Specifications of MORTH section no. 1600, 2200 b) With TATA make TMT rebar

19.85

-

77748

... More
Rd no.4Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

262080

-

1.15

... More
Rd no.4Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. B.RCC Grade M35 Case I : Using Concrete Mixer b)Height 5m to 10m

307

-

8197

... More
Rd no.4Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works. b) with TATA make TMT rebar

47.26

-

76167

... More
Rd no.4Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work.

39.45

-

14674

... More
Rd no.4Construction of precast RCC railing of M30 Grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical Railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post foe expansion complete as per approved drawing and technical specifications

164.32

-

2309

... More
Rd no.4Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).

37.5

-

1492

... More
Rd no.4Drainage Spouts complete as per drawing and Technical specification clause 2705 of MORTH Specification of roads and bridge work for suoerstructure works

46

-

8615

... More
Rd no.4Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder

292.45

-

2252.3

... More
Rd no.4Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

97.48

-

1332

... More
Rd no.4Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specifications Clause1301.

403.33

-

2298.2

... More
Rd no.5 Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I) By Manual Means:- A. In area of light Jungle

1.03

-

30802

... More
Rd no.5Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land

37618.11

-

155

... More
Rd no.5 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

4848.18

-

209

... More
Rd no.5Granular Sub-Base with Coarse Graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.) (ii) for grading - II Material

766.76

-

2059.08

... More
Rd no.5Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B. By Mechanical Means 2) Grading –III (b) Using Screening Type-B (11.2mm Agg.)

426.3

-

3128.33

... More
Rd no.5Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

5514.38

-

954.6

... More
Rd no.5Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

124.29

-

71

... More
Rd no.5Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

8.85

-

5299

... More
Rd no.5Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

21.05

-

969

... More
Rd no.5Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II. In 1:4 cement mortar

92.98

-

3795

... More
Rd no.5Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

1210.8

-

126.6

... More
Rd no.5Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

30

-

6235

... More
Rd no.5Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.

32

-

973

... More
Rd no.5Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo orizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway withearth topping complete as per direction of the department.

52

-

12814

... More
Rd no.5Excavation for Structures (Earth work in excavation for 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.

304.47

-

56

... More
Rd no.5Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm

728.05

-

11792

... More
Rd no.5Pile load test on single vertical pile in accordance with IS:2911(Part-IV). As per technical specification of MORTH section no 1100 Initial and Routine load test.

500

-

330

... More
Rd no.5Levelling course for Pile cap

18.28

-

5895

... More
Rd no.5Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH section no 1100, 1500 & 1700 A.RCC Grade M20 (i) Using Concrete Mixer

283.8

-

6971

... More
Rd no.5Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications of MORTH section no 1100, 1500 & 1700 b) With TATA make TMT rebar

109.59

-

77644

... More
Rd no.5Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1500, 1700 & 2200 E) a)RCC Grade M30 I)Height upto 5m Case-I:Using concrete Mixer

55.53

-

8154

... More
Rd no.5Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications of MoRTH section no 1600, 2200 b)With TATA make TMT rebar

19.43

-

77748

... More
Rd no.5Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

181440

-

1.15

... More
Rd no.5Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

489

-

733

... More
Rd no.5Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

489

-

633

... More
Rd no.5Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. B.RCC Grade M25. Case I : Using Concrete Mixer b)Height 5m to 10m

443

-

8197

... More
Rd no.5Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works b) With TATA make TMT rebar

63.17

-

76167

... More
Rd no.5High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

5.69

-

122275

... More
Rd no.5Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work.

46.71

-

14674

... More
Rd no.5Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

190.08

-

2309

... More
Rd no.5Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, laced symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.)

37.5

-

1492

... More
Rd no.5 Drainage Spouts complete as per drawing and Technical specification clause 2705 of MORTH Specification of roads and bridge work for suoerstructure works

51

-

8615

... More
Rd no.5 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid in dry in front of toe of embankment complete as per drawing and Technical specification

238.87

-

2068.7

... More
Rd no.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

89.62

-

2234.7

... More
Rd no.5 Providing and laying boulder apron on river bed for protevtion against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

391

-

2068.7

... More
Rd no.5 Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) i) 5th Kilometer Stone (Precast)

1

-

3371

... More
Rd no.5 Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) (ii) Ordinary Kilometre Stone (precast)

8

-

2058

... More
Rd no.5 Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) (ii) 200 m stone (precast)

30

-

546

... More
Rd no.5 Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 60cm x 60cm square

12

-

5862

... More
Rd no.5 Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 60cm equilateral triangle

14

-

3730

... More
Rd no.5 Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 60cm circular

10

-

5057

... More
Rd no.5 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.

2

-

19714

... More
Rd no.5 Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

-

23372.19



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