Ajmer Development Authority Tender

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Ajmer Development Authority - ADA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 6,23,00,000 
Notes
Download

Costs

  • EMD

    ₹ 12,46,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,000

Description

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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 @ 6kg/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

5325

26

140580

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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 --------------

34975

11

392419.5

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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

1748.75

6129

10718088.75

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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 a) With straight run bitumen grade VG 30

1399

8126

11368274

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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.

1785.5

567

1012378.5

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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).

1491

3847

5735877

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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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

992.75

3302

3278060.5

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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix

162.5

4934

801775

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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)

7500

77

577500

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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.

1700

157

266900

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Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).

320

2838

908160

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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.

1500

190

285000

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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.

3429.3

4343

14896536.27

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Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)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 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004

8880

786

6979680

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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

4050

57

231660

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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

1210

159

192995



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