Ajmer Development Authority Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_ADA_220246_1Bid Award Id
ViewTender No
NIT No 2/2021-22Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
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Extra for watering the earth to bring the earth upto required O.M.C excluding rolling.
2329
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9
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Extra for rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density (Ordinary Proctor test)
2329
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5
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Providing and laying granular sub-base having P.I. not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T & P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20 To achieve 95% Proctor density
4284
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255
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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 vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 406] by mechanical means with all lead
3723
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1040
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS : 8887 & manufacturer's specification @ 7.0 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification Clause - 502, 112
14892
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27.5
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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 @ 2.75 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CL. 503,112
14892
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10.2
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Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-4, for base/binder course including loading of aggregate with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistriping compound wherever requierd) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller and vibratory compactor to achieve the desired density (as per job mix formula approved by the department) excluding cost of primer /tack coat (Morth specification ; clause 504,112) with 3.30% bitumen with all lead. For Grading -2 (Layer thickness 50-75 mm) with bitumen grade VG-30
714
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4440
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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) premixd with bituminous binder (including cost of anti - stripping compound wherever requierd) 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 the department, but excluding cost of tack coat with all lead. Type "B" (19kg binder per 10 Sqm) with bitumen grade VG-30
14280
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105
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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 atleast 2.5 mm and spread uniformly with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH Specification clause 803.4.
622.82
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547
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Earth work in excavation in foundation trenches or drains and channels etc. not exeeding 2.0 m depth including dressing of bottom and sides of trenches, staking the excavated soil 3 m clear from the edge of excavation including disposal of surplus soil as directed within a lead 1000 meters (MoRTH Specification : Clouse 301,304) Ordinary Soil
608.5
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60
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Providing and laying machanically mixed and vibrated cement concrete in foundation upto a depth of 1.5 meters below ground level and 1.50 meters above Ground/bed level as per MoRTH Specification 1000 &1700 . P.C.C 1:4:8 mix with crushed stone aggregate 20 mm nominal size .
115.53
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2669
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Providing and Laying stone masonary 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 masonary
815.25
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3001
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Providing and Laying stone masonary work in cement mortar 1:3 With Mechanical mixer for superstructure 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 masonary
461.6
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3151
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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
36
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30717
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Raised and cut pointing on stone work cement sand mortar 1:2 (1 cement : 2 sand)
570
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101
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Providing and laying plain cement concrete mix with stone aggregate 20 mm nominal size machanically mixed and vibrated cement concrete in foundation upto a depth of 1.5 meters below ground level and 1.50 meters above Ground/bed level as per MoRTH Specification 1000 &1700 . with all lead P.C.C. grade M-15 in superstructure upto 4.5 mtr from ground level.
10.2
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3254
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Providing, laying & fixing in positon RCC supun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yam and neatly finished with rich grout of cement morater 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 NP-3
216
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1187
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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.
375
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170
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