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 Lohagal Road From Tiraha To Janana Hospital, Ajmer in Ajmer, Rajasthan, with an estimated contract value of Rs. 20,28,00,000. The bid opening date for this tender is 04-06-2025 and the last date for bid submission is 25-06-2025. 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 Date4 Jun 2025
Closing Date25 Jun 2025
Tender Amount₹ 20,28,00,000 
Notes
Download

Costs

  • EMD

    ₹ 40,56,000
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 2,500

Summary

Construction Of Lohagal Road From Tiraha To Janana Hospital, Ajmer

Description

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BOQ Items

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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 Course

1479.6

159

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Earth work in excavation including stacking/disposal of surplus earth withall lifts and lead upto1000meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In Hard soil mechanically using bulldozer,F.E.loader and carriage upto1km by tipper/dumper.

13536

39

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Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto1000meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). By blasting including blasting material in soft rock Village Part

9000

172

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Earth work in excavation in foundation trenches etc.not exceeding 2metres depth including dressing of bottom and sides of trenches,stacking the excavated soil 3m.Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed with in a lead of 1000metres.[MoRTHSpecification:Clause (301,304) Ordinary Soil

13950

115

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Providing, laying, 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 diversion complete.[MoRTH specification Clause 401] with all lead

14212.8

979

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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 Add 5% for Connection Raods

16296

1144

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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 @ 7kg/10 sqm with a self propelled or to wed bitumen pressure spraye requipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause-502,112 Add 5% for Connection Raods

46065

30

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Providing and applying tackcoat with bitumen emulsion on the prepared surface including cleaning as per IS:8887 & manufacturer’sspecifications@2kg/10sqm with a self propelled or to wed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112.-------do ------------- @ 2 .75 kg /10sqm ------------------ do --------------

57385

11

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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead.with bitumen grade VG 30 Add 5% for Connection Raods

2869.25

6129

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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead.30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material

2295.4

8126

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Providing and laying of hot applied thermoplastic 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 uniformly with reflectorising glass beads type-2 in addition @250gm/s cm with a road marking machine as per IRC:35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

2803.5

567

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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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

5433

3847

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Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.

4691.4

6089

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) 1% of RCC

368274.9

77

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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

21230

157

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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick.

4560

202

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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. Road

4025

4343

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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 2.00 M x 2.00 M

20

54601

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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 1.50 M x 1.50 M

20

30717

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Supply of "L" type Bollard made out of 1.25 mm thick M.S. sheet height 134 cm, welded in circular type ring section having upper dia. 15 cm and lower dia. 21 cm with another attachment of 15 x15 cm circular section with 15 cm face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 bands, each of 7.5 cm and one reflective sheet of 15 cm dia. provided to it complete in all respect.

20

2134

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Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle

20

1633

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Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.

20

3657

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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 30Cmx30 CM x 15 CM)

6200

242

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M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006

15600

816

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Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide L.S. for Openings

20000

96

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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 300 mm dia For Crossings

100

623

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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803

7440

57

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