Ajmer Development Authority Tender
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Costs
EMD
₹ 5,78,000Document Cost
₹ 3,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_ADA_426455_1Bid Award Id
ViewTender No
Rajkaj 10941381 (3)Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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BOQ Items
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
536.25
1144
613470
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
2045
30
61861.25
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 --------------
31552.5
11
354019.05
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
1606.5
6129
9846238.5
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
1262.1
8126
10255824.6
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.
1713
567
971271
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.
637.5
4343
2769236.25
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 40mm nominal size).
255
3731
951405
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
237.3
159
37849.35
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