Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date17 Jul 2018
Closing Date23 Jul 2018
Tender Amount₹ 4,90,41,000 
Notes
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Costs

Description

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BOQ Items

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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

23133.27

-

155

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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

1110.47

-

209

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method ii) For Grading II Material

918.29

-

2207.88

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/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.

490.98

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3275.76

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Interlocking 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

5225.63

-

954.6

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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)

1

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2058

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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

8

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3897

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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 iii) 60cm circular

6

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5167

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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 1701 and Annexure 1701.1.

2

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19714

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Provision 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

44

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181.31

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Provision 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

44

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55

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Supplying and dumping of Geo bags in loose (in slopes and dry bed without boat)

440

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261

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Earthwork 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.

25.76

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71

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Providing 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

8.61

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5284

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Providing 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

26.33

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6007

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Stone 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

13.84

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3606

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Providing concrete for Plain/Reinforced cement concrete, in substructure 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

17.02

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6354

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Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II. In 1:3 cement mortar

8.12

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3512

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Providing 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

13.2

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182

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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8 (i) Granular materials

7.88

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1010

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Providing 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

8.36

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1452

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Providing 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

3.74

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7869

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Supplying, fitting and placing TMT bar reinforcement (Fe-500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202

0.3

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66360

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Providing 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

0.42

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1166

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Reinforced 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

204

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505

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Earth 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 3m depth

599.15

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86

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Providing 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

2

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41153

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Providing and construction of one span service road to reach island location from one pier location to another pier location

60

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2258

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Providing 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

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103102

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Plain/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

85.83

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8708

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Plain/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

1044.92

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7888

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Plain/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

280.07

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7676

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Plain/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

24.94

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7350

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Plain/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

21.24

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7171

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Plain/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

194.78

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7528

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Sinking 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

3

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4394

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Sinking 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

7

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6404

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Sinking 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

29.27

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8458

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Sinking 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

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6697

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Sinking 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

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9327

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Sinking 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

14.36

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12318

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

1085.78

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1331

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Supplying , 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

69.71

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72065

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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as per MORTH section 1500, 1700, 2200 N without plasticizer F. RCC Grade M25 ii) Height above 5m up to 10m.

196.58

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9616

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Supplying , 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

25.32

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72169

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Supplying, 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

258188

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1.15

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Providing 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.

319.5

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9375

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Supplying , 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

56.46

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70685

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Providing 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.

37.38

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14137

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Construction 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

146.32

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2140

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Providing 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

33.8

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1492

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Providing 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

33.8

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312

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Drainage spouts complete as per drawings and technical specification clause.

28

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8515

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A. With granular material

281.78

-

1126

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P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications

6.98

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5893

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Reinforced Cement Concrete approach slab including reinforcement and formwork complate as per drawing and Technical Specifications with other ISI marked TMT grade rebar

13.95

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13261

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder

202.55

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2068.7

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications

101.27

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1332

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Boulder 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.

390.88

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2812.7



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