Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Dec 2024
Closing Date18 Dec 2024
Tender Amount₹ 87,23,000 
Notes
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Costs

  • EMD

    ₹ 1,74,460
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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BOQ Items

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Left side Service Road of NH-458

216

48

10368

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses

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-

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Left side Service Road of NH-458

132

130

17160

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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 lead For 5 Km

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-

-

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Left side Service Road of NH-458

360

143

51480

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Add extra for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.

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-

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Left side Service Road of NH-458

360

6

2340

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Extra for watering the earth to bring the earth upto required O.M.C excluding rolling

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-

-

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Left side Service Road of NH-458

360

8

3060

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Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test)

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-

-

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Left side Service Road of NH-458

360

10

3780

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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Cement concerte plain 1:2:4 mix and precast cement concerte blocks.

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-

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Hospital Chouraha to towards Sadar Bajar

240

750

180000

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

98

750

73500

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Providing, laying, spreading & compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading & maintenance of diversion complete.[MoRTH specification : Clause 401]by mechanical means with all lead.

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Left side Service Road of NH-458

600

650

390000

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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with paver finisher in sub base / base course on a well prepared surface and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead

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-

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Left side Service Road of NH-458

630

1400

882000

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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 26.5mm nominal size aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH Specification cl. 601.

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-

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Hospital Chouraha to towards Sadar Bajar

6

2520

15120

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

35

2520

88200

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design Mix M-30

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-

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Hospital Chouraha to towards Sadar Bajar

240

5350

1284000

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Left side Service Road of NH-458

420

5350

2247000

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Providing and laying of interlocking vibrated concrete block pavements having thickness 80mm excluding edge block as per drawing and technical specifications.Add extra for diferent colour in top surface

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-

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

1400

740

1036000

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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering

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-

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

25.56

3740

95594.4

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Providing and laying Jodhpur bhura stone machine cut rough stone patti having lengh 1.20m to 1.50 m for road side drain including fixing and pointing In CM 1:3 laid over prepared on CC base as per direction of Engineer incharge Patti thickness 70 mm to .80 mm

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-

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

200

660

132000

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P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect

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-

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Hospital Chouraha to towards Sadar Bajar

1

9800

9800

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SH-59 Km 119/700 to Shani Mandir Ward No. 20

1

9800

9800

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Left side Service Road of NH-458

1

9800

9800

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Construction of Speed Breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work including cost of Bitumen

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-

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Hospital Chouraha to towards Sadar Bajar

21

400

8400

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Left side Service Road of NH-458

42

400

16800

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900

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-

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NP - 3, 300 mm dia (For Utility Pipe)

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-

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Hospital Chouraha to towards Sadar Bajar

10

990

9900

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Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 0.60 M x 0.60 M

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-

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Hospital Chouraha to towards Sadar Bajar

10

8000

80000

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Left side Service Road of NH-458

15

8000

120000

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P & F precast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 38 CM x 15 CM)

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-

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Left side Service Road of NH-458

600

318

190800

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Construction of footpath/separator by providing a 150 mm compacted granular sub- base as per Clause 401 and 25 mm thick cement concrete grade M-15, overlaid with precast concrete tiles 300x300x25 mm in cement mortar 1:3 including provision of all drainage arragement but excluding kerb channel.

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Left side Service Road of NH-458

600

340

204000

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900

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-

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NP - 3, 600 mm dia

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-

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Left side Service Road of NH-458

15

3516

52740

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NP - 3, 300 mm dia (For Utility Pipe)

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-

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Left side Service Road of NH-458

15

990

14850

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Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil. In ordinary soil Depth upto 3 metre

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SH-60 Km 67/950 to Krishi Mandi Gate

267.3

190

50787

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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 40 mm nominal size.

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-

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SH-60 Km 67/950 to Krishi Mandi Gate

44.55

2620

116721

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Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification: Section 1000,1400 'In cement mortar 1:6

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-

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SH-60 Km 67/950 to Krishi Mandi Gate

525.15

2400

1260360

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Raised and cut pointing on Stone work in CM 1:2 (1 Cement : 2 sand)

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-

-

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SH-60 Km 67/950 to Krishi Mandi Gate

360

75

27000

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Providing and laying cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications

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-

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SH-60 Km 67/950 to Krishi Mandi Gate

81

325

26325



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