Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction
Bridge Construction
Opening Date31 Jul 2023
Closing Date7 Aug 2023
Tender AmountRefer Documents 
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BOQ Items

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DO_NOT_SHOW

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Stone Mesonary

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-

-

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Rubble stone mesonary in cement mortar

-

-

-

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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works around pipes.

-

-

-

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Up to 1000 mm dia

45

16200

360

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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)

1502.12

264373

176

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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.

75

347400

4632

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1000 mm Dia

-

-

-

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

381.47

50124

131.4

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Ordinary Rock (ii) 3m to 6m depth

633.25

140201

221.4

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Ordinary Rock (iii) Above 6m depth

323.13

71541

221.4

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Add extra in rates of dewatering of above items if dewatering is resorted. Ordinary Soil (i) upto 3m depth

92.78

14630

157.68

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Ordinary Rock (ii) 3m to 6m depth

633.25

168241

265.68

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Ordinary Rock (iii) Above 6m depth

323.13

85849

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. Ordinary Soil (i) upto 3m depth

381.47

499

1.31

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Ordinary Rock (ii) 3m to 6m depth

633.25

1399

2.21

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Ordinary Rock (iii) Above 6m depth

323.13

714

2.21

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

23.89

99183

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

30.79

127854

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

121.37

654558

5393

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SAFE BEARING CAPACITY TEST

-

-

3000

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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)

6.66

411500

61824

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Exploratory boring 100mm dia:-at the location of piers and abutments or for high embankments in approaches in all type of strata as per IRC 78:2014 and section 2400 of specifications for collection of samples at different depth(rock sample and undisturbed soil sample)and test including preseving core samples as per specification.

-

-

-

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UPTO 1.0 m below bed level

4

21423

5355.9

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Beyond 1.0 m upto 5.0 depth

28.5

33345

1170

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Beyond 5.0 m

31.5

41816

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 5m to 10 m (RCC Grade M30)

374.68

2208358

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)

29.38

1824370

62102

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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

100.22

28962

289

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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

764.79

623303

815

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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.

200.43

347345

1733

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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

117000

105300

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 II For T-beam & slab (a) Using Concrete Mixer

-

-

-

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(iii) Height 5m to 10m

308.34

2096436

6799

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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 )

42.05

2652661

63091

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

40.5

431811

10662

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Construction 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, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)

-

-

1637

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

22

39754

1807

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

12.7

50712

3993

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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

25.2

214704

8520

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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.)

33.6

336403

10012

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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. )

406.8

55324

136

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Providing and fixing in position Granite plates of size 0.9 m.x 1.2 m. with inscribed details as perdetails drawings .

2

11880

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.

230.7

41526

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

198.24

128856

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.

99.12

146499

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.

44.44

15909

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.

38.45

230623

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

769

96894

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)

769

43064

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

300.71

1309875

4356

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

150.35

249585

1660

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

240.12

875957

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

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

1

6626

6626

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Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.

138

65136

472

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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

1.55

90958

58850

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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

62.1

1055

17

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TOTAL

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17078027

-

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WITH 18% GST

-

20152072

-

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

-

64042

-

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

-

64042

-

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

-

85390

-

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

-

106737

-

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

-

106737

-

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Total Maintenance cost

-

426950

-

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WITH 18% GST

-

503801

-

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GRAND TOTAL

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20655874

-

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Say in Lacks

-

206

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