Jodhpur Development Authority Tender

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Jodhpur Development Authority - JDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 73,80,000 
Notes
Download

Costs

  • EMD

    ₹ 1,47,600
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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BOQ Items

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

3960

18

71280

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Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 95% of maximum dry density (Modify Heavy Proctor test), excluding watering.

3960

36

142560

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Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading lead upto 5 KM

3960

119

475041.6

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Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20.to attain 100% proctor density.

2228

410

913480

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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] By Manual Means Grading I , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'

681

1250

851250

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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] By Manual Means Grading II, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'

681

1300

885300

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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface )

9075

22

199650

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Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503, 501.5.2,112 ( Including cleaning of Road Surface)

9075

8

72600

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Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen with lead of mix 20 Km.Grading II (19 mm nominal size) 3.4 % of Bitumen mix Bitumen Grade VG-30

272

4650

1264800

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Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, 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 and seal coat with lead for mix of material with all lead .[MORTH Specification : Clause 510,112] In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen.

9075

115

1043625

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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 511Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead.

9075

46

417450

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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 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m

217

212

46004

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Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.

53

3800

201400

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Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4

26

3400

88400

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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick.

13

227

2951

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Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 600 mm dia

30

3026

90780

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

40

364

14560

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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses

5.4

235

1269



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