Ajmer Development Authority Tender

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The ADA has issued a formal invitation for competitive bids for the Ajmer Development Authority project, for Construction Of Road At Prithviraj Nagar Scheme, Ajmer in Ajmer, Rajasthan, with an estimated contract value of Rs. 3,97,60,000. The bid opening date for this tender is 02-08-2024 and the last date for bid submission is 22-08-2024. Interested bidders for Ajmer Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Ajmer Development Authority - ADA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 3,97,60,000 
Notes
Download

Costs

  • EMD

    ₹ 7,95,200
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,000

Description

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

19.13

88457

4624

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Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305) In Ordinary Soil, Mechanically by power shovel including mechanical loading and carriage upto 1 m tipper/dumper

2475

87120

35.2

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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved 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 maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead

8947.5

10235940

1144

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Providing and laying stone masonry work in cement mortar 1:3 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 Random rubble masonry

732

2416405

3301.1

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Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified graded crushed aggregates as per table (500-26) premixed with bituminous binder (including cost of anti- stripping compound, wherever required) with all lead of mixed material (MoRTH Specification: Clause 512, 112) in a hot mix plant 40-60 TPH with F.E. loader, laying with sensor paver finisher, transporting the mixed material by tipper and rolling with power roller 8-10 tonne to achieve density approved by department but excluding cost of tack coat with all lead Type "B" (19 Kg. Binder per 10 Sqm) with bitumen grade VG 30

42948

4960494

115.5

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Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] Ordinary Soil

720

46800

65

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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 20 mm nominal size.

54

158538

2935.9

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Topographic Survey with a grid area of 15 m * 15 m includes all features such as structures ( bridges,culverts etc) utilities, existing roads , electric & telephone installations , huts, building,fencing & trees ,oil,water & gas line using total station and develop a drawing in auto cad for preparation of plans of open areas beyong ten hectare.

38

86754

2283

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S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)Guide stones

400

146520

366.3

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Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300

360

49500

137.5

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Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 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.503,112

42948

401563

9.35

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Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

1772

1004724

567

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Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportation to site, spreading, grading to required slop and complacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 with lead upto - 1000 mtr.

22398

2710158

121

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Providing and laying bituminous macadam on prepared surface with specified garded crushed aggregate as per table 500-4, for base/binder course including loading of aggregates with F.E. loader and leating mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor pavaer finisher to the required level and grade , rolling by power roller & vibratory compactor to achieve the desired density ( as per job mix formula approved by the department) excluding cost of primer /tack coat ( MorRTH Specification : Clause 504, 112) with 3.30% bitumen with all lead. with bitumen grade VG 30 For grading-2 (layer thickness 50- 75mm)

1717.92

8390321

4884



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