Ajmer Development Authority Tender
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Costs
EMD
₹ 5,97,600Document Cost
₹ 1,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_ADA_174244_1Bid Award Id
ViewTender No
NIT No 18/2019-20/10Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
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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 mechanical mixer as per approved design mix, carriage of mixed by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub-base / base coarse on a well prepared under base and compacting with vabratory 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
3832.5
-
950
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Primer coat
Providing and applying primer coat over prepared surface or granular base with bitumen emuision at per IS: 8887 & manufacturer's specifications @ 6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleanning of road surface as per MoRTH specification Clause-502,112
Add extra to above item per .10kg extra in Emulsion per 10 sqm
14700
-
26.3
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Tack Coat with Bitumen
Providing and aplying tack coat with bitumen emusion on the prepared surface including cleaning as per IS: 8887 & manufacturer's specifcations @ 2.75 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 specificaiton CI.508, 112
-
-
11
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Providing and laying Dense bituminous macadam on prepared surface with specified graded crushed aggregate as per table 510 and disign mix for base/binder course including loading of aggregates with F.E loader and heating of binder (including cost of antistripping compound whereevr requird ) 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 requried level and and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250kn TP=0.7MPa to achieve the disired 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
735
-
5932
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Semi Dense Bituminous Concrete
Providing laying & consolidation semi Dense Bituminous Concrete, as per Design mix, on prepared surface with specified graded crushed aggregates (as per table 500-15) for wearing course including oading aggregates with F.E. loader haeating aggregate and binder in Hot Mix Plant 40-60 TPH, (including cost of anti-stripping compound, wherever reqd), transporting the mixed material with tipper and laying with paver finisher with sensor, to the reqd level and grade rolling with Vibratory compactor of 150 to 250 KN pneumatic tyred roller with TP= 0.7 Mpa and power roller to achieve the desired density (as per approved job mix), but excluding primer/tack coat. {MoRTH Specification : Clause 508,112}. With all lead.
25 to 30 mm compacted thickness using 5% binder, grading-2 with lead of mix material.
441
-
6600
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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 uniformly with reflectorising glass beads type-2 in addition @250 gm/scm wiht a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification Clause 800.4.
717.6
-
590
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kind of soil
2066
-
127
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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).
434.9
-
2424
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Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:Cement Mortar 1:4 ( 1-Cement : 4-Sand).
2956.1
-
2063
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Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. thick walls in : Cement Mortar 1:4 ( 1-Cement : 4-Sand).
1402.5
-
2520
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Construction of un-reinforced, dowel jointed, pain cemet 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 25mm, 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, sepration 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]
460
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4150
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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 the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. 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 etc. complete in all respect as per specifications
Size 1.50 M x 1.50 M
60
-
20000
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Earthwork in excavation including stacking / disposal of surplus earth with all lifts and lead upto 1000 mtr exclusive of compensation of earth (MoRTH specification clause 301 to 305) In Ordinary soil Machanically by power shovel including mechanical loading and carrige upto 1 km by tipper / dumper
11129
-
34
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Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
11129
-
61
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Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing
2324
-
79
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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 (with graded stone aggregate 20mm nominal size).
24.6375
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3438
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Random rubble dry stone Kharanja under floor.
7.59
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445
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Providing AC pipe weep holes 150 mm dia in masonry / plain /concrete / reinforced concrete abutment , wing wall / return wall complete as per drawing and technical specifications as per MoRTH specification clause 2205.
851.5
-
180
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