Public Works Department Tender

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Public Works Department - PWD Tender

Works
Bridge Construction
Civil And Construction
Opening Date19 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 2,82,92,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )

1262.52

37876

30

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6.meter and above Abutment From R.L. 94.110 to 93.850m

376.78

69704

185

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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)

376.78

13941

37

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Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using concrete mixer (i) PCC Grade M15

213.69

887241

4152

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RCC Grade M30

644.95

3478215

5393

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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

65.78

4066479

61824

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Taking exploratory boring 100 mm dia for detailed investigation with diamond drill double tube in all type of hard rock including all materials such as casing pipes,accessories,grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters ofconcerned office as directed and submission of detailed bore log sheet as per IRC 78-2014and section2400 including testing and preserving rock core samples in core boxes as perspecifications.

56

244720

4370

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Taking exploratory boring 100 mm dia for detailed investigation with diamond drill double tube in all type of hard rock including all materials such as casing pipes,accessories,grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters ofconcerned office as directed and submission of detailed bore log sheet as per IRC 78-2014and section2400 including testing and preserving rock core samples in core boxes as perspecifications.

40

83840

2096

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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 (Newly laid concrete shall be covered by gunny bags). C RCC/PSC Grade M-30 I For Solid Slab Super Structure (a) Using concrete Mixer (ii) Height 5m to 10.0 m

340.97

2009677

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

31.77

1973229

62102

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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

1041.68

848969

815

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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 MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.

352800

317520

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 I For Solid Slab Super Structure (a) Using Concrete Mixer (ii) Height 5m to 10.0 m

485.63

3174563

6537

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RCC Grade M 40 I For Solid Slab Super Structure (a) Using Concrete Mixer (ii) Height 5m to 10.0 m

70.73

480045

6787

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

55.21

3483103

63091

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700

57.66

614771

10662

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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

9.19

36696

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

37.8

322056

8520

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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. With Road Marking Paint

205

10250

50

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

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

67.2

672806

10012

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

28

50568

1806

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Excavation in Cutting in Soil by manual means Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil i Upto 3 m depth

195.53

49469

253

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Construction of Embankment with Material Obtained from Pits (i) Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5

4633.22

787647

170

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Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less 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

1319.5

237510

180

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Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) d Crushed stone material (CBR35or more) This item is to be used only where local GSB material or GSB material with blending with other is not available.

436.8

502320

1150

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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.

255.47

377583

1478

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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.

228

107616

472

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Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

131.2

15219

116

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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

45.5

5142

113

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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

400.02

576029

1440

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

200.01

332017

1660

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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15(Nominal mix (1:2.5:5)

195.53

729504

3731

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Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

1143.75

49181

43

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Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

1143.75

14869

13

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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. Bitumen(S-65) VG-30

57.19

434225

7593

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Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30)

1143.75

174994

153

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Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm 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

6

28002

4667

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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.

155.97

55837

358

-

282

-

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Sub-Divisional Officer

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PWD Bridge Const.Sub-Division

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Rajnandgaon

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