Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction
Bridge Construction
Opening Date17 Mar 2023
Closing Date24 Mar 2023
Tender AmountRefer Documents 
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BOQ Items

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DO_NOT_SHOW

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Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)

4082.83

718578

176

... More
Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

112.5

521100

4632

... More
1000 mm Dia

-

-

-

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Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical. Ordinary soil (i) Upto 3 m depth

300.75

39518

131.4

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Ordinary Rock (i) upto 3m depth

544.48

120546

221.4

... More
Ordinary Rock (ii) 3m to 6m depth

417.87

92515

221.4

... More
Ordinary Rock (iii) Above 6m depth

66.73

14775

221.4

... More
Add extra in rates of dewatering of above items if dewatering is resorted.

797.48

211873

265.68

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The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation.

-

-

-

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Ordinary Rock (i) upto 3m depth

544.48

1203

2.21

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Ordinary Rock (ii) 3m to 6m depth

417.87

923

2.21

... More
Ordinary Rock (iii) Above 6m depth

66.73

147

2.21

... More
Filling annular space around footing in rock ( lean cement concrete 1:3:6 nominal mix

71.45

296675

4152

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Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification ) Using concrete Mixer

-

-

-

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PCC Grade M-15

27.22

113033

4152

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Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification ) Using concrete Mixer

-

-

-

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RCC Grade M-30

177.29

956142

5393

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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900.

26.69

1742607

65286

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Bored 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 as per section 1100 and 1700. Pile Dia 1200 mm

190.4

2689152

14123.7

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SAFE BEARING CAPACITY TEST

-

-

3000

... More
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only Lateral load test

2

135000

67500

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. RCC Grade M30

168.17

872993

5191.2

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Levelling course for Pile cap (Providing and laying of P.C.C. M-15 levelling course 100mm thick below the pile cap.)

6.51

26466

4067.1

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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. (Fe 500)

40.23

2487105

61823.7

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Taking trail boring 100mm dia. For detailed investigation with diamond drill double tube in all type of Hard rock including all material such as casing pipes, grease and other such material and or as required including accessories,coveying such material and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C.78-2014 and section 2400 including testing and preserving rock core sample in core boxes as per specification.

-

-

-

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UPTO 1.0 m below bed level

10

53559

5355.9

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Beyond 1.0 m upto 5.0 depth

45

52650

1170

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Beyond 5.0 m

49.5

65711

1327.5

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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

-

-

-

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Height upto 5m (RCC Grade M30)

337.54

1989469

5894

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 (Fe 500)

31.87

1978873

62101.8

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Providing weepholes in Brick masonary / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face . Complete as per drawing and technical specification and as per clause 2706 and 2200

22.8

6586

288.9

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material

179.3

146038

814.5

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Providing & laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

44.73

77529

1733.4

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Supplying, 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 section 2000 and 2200 towards the soil and bigger size towards the wall and

234000

210600

0.9

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B. RCC Grade M 30 (II)SUPER - STRUCTURE For T-beam & slab (a) Using Concrete Mixer

-

-

-

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(iii) Height above 10m

714.05

5071909

7103

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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications (Fe 500)

105.85

6678297

63090.9

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

87.75

935616

10662.3

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Drainage Spouts complete as per drawing and Technical specifications of section 2705

50

90315

1806.3

... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

52.92

211325

3993.3

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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

14.7

125248

8520.3

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Strip 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 specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)

58.8

588682

10011.6

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Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

881.4

119782

135.9

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Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.

4

23760

5940

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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)

77

58905

765

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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) 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 as per Technical Specification Clause 303.1.

306.6

55188

180

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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.A Plant mix method (with Mechanically crushed stone only) (ii) for grading- II Material

275.52

179088

650

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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

137.76

203609

1478

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Construction of hard shoulders as per Technical Specification Clause 407. Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.

71.12

25460

358

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Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

51.1

306497

5998

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Open - Graded Premix Surfacing 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as sqm per Technical Specification Clause 508.2

1022

128772

126

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Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Case - I : Type A (Bitumen (VG-10)

1022

57232

56

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Cement concrete blocks of size as per Table 1300.2 cast in Cement concrete of grade M 15

542.81

2364480

4356

... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302

271.41

450532

1660

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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5

320.16

1167943

3648

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Cement concrete grade M 10 in case of concrete block P.C.C grade M 10 (Nominal mix 1:3:6)

-

-

-

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Cautionary, mandatory, informatory direction and place Semi-Reflective Traffic signs upto 0.90 sqm identification sign boards. Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

0.72

3404

4729

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

1

13749

13749

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Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back

1

14015

14015

... More
Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

1

6626

6626

... More
Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

164

77408

472

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

2.06

121278

58850

... More
Painting on Concrete Surfaces White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

73.8

1254

17

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TOTAL

-

34894168

-

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WITH 18% GST

-

41175119

-

... More
1st Year (15% of 2.5% of Const. Cost.)

-

130853

-

... More
2nd Year (15% of 2.5% of Const. Cost.)

-

130853

-

... More
3rd Year (20% of 2.5% of Const. Cost.)

-

174470

-

... More
4th Year (25% of 2.5% of Const. Cost.)

-

218088

-

... More
5th Year (25% of 2.5% of Const. Cost.)

-

218088

-

... More
Total Maintenance cost

-

872354

-

... More
WITH 18% GST

-

1029377

-

... More
GRAND TOTAL

-

42204497

-

... More
Say in Lacks

-

422

-



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