Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Oct 2024
Closing Date26 Nov 2024
Tender Amount₹ 79,91,000 
Notes
Download

Costs

  • EMD

    ₹ 1,59,820
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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BOQ Items

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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

499.2

1

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dqy

499.2

154

76877

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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

39.6

1

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

64.8

1

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104.4

1327

138539

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Providing, laying and spreading 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 MoRTH Specification : clause No. 401. Grading-III

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

15.8

1

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15.8

523

8263

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

67.5

1

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67.5

1595

107663

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

300

1

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300

34

10200

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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

300

1

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300

12

3600

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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

300

1

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300

114

34200

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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

300

1

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300

41

12300

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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

39.6

1

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39.6

5881

232888

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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

31.44

1

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dqy

31.44

74

2327

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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-10 grade

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

41.69

1

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

97.92

1

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dqy

139.61

2827

394677

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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

37.63

1

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

166.27

1

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dqy

203.9

4909

1000945

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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

0.6

1

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

1.31

1

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dqy

1.91

88818

169642

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

498.86

1

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dqy

498.86

4844

2416478

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

26.63

1

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dqy

26.63

5366

142897

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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

6.59

1

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dqy

6.59

88951

586188

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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

50

1

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dqy

50

129

6450

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Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

143.55

1

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dqy

143.55

6074

871923

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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

11.27

1

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dqy

11.27

90131

1015776

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Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

5.04

1

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dqy

5.04

3757

18935

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Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

15.12

1

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dqy

15.12

9259

139996

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Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

14.85

1

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dqy

14.85

11188

166142

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Providing, laying and fixing of Filler Joint Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

27.19

1

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dqy

27.19

1436

39045

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Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

75

1

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75

18

1350

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Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size 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. (MoRTH specification : Clause 710, 2200, 2504).

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

78.44

1

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dqy

78.44

875

68635

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Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

154.3

1

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dqy

154.3

452

69744

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Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Dismantling stone masonry Rubble stone masonry in cement mortar

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

62.5

1

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dqy

62.5

189

11813

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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

15

1

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dqy

15

5261

78915

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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

1

1

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dqy

1

8300

8300

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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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 4@500

95.04

1

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dqy

95.04

122

11595

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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Blasting Prohibited

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xqxksj ls QqycMkSnk ok;k mejFkkuk ew.Myk fdeh 8@650

547.95

1

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dqy

547.95

412

225755



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