Ajmer Development Authority Tender
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Costs
EMD
₹ 13,38,000Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_ADA_191643_1Bid Award Id
ViewTender No
NIT No 5/2020-21/1Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
Const. of Embankment with Material Obtained from Borrow Construction of embankment with approved material obtained from borrows pits with a lift upto 1.5m. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 lead with 500 mtr to 1000 mtr
4800
-
103
Providing and laying granular sub-base material having P.I. not more than 6, incliding compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to reuired 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 30 To achieve 95% proctor density.
6974.1
-
275
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 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 maintenance of diversion, etc (MoRTH specification : Clause 406 ) by mechanical means with all lead.
7843.5
-
950
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer's specification @ 7 kg / 10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rated and temperatures including cleaning of road surface as per MoRTH specification Clause - 502, 112.
31374
-
26.3
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2.75 kg / 10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperature as per MoRTH specification CI.503,112
30744
-
11
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer's specifications @ 2.0 kg / 10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperature as per MoRTH specification CI.503,112
52500
-
8
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregate as per table 510 and design mix for base/binder coarse including loading of material with F.E. 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 itself propelled power rolllers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7 MPa 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 VG30
3150
-
5932
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 aggregate 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 requied level grades and rolling wiht 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/teck coat [MoRTH Specification: Clause 59,112] with all lead 30-45 mm compacted thicness with 6% binder grading -2 with all lead of mix material With Straight run bitumen grade VG 30
2100
-
7742
Providing and laying of hot applied thermopastic compound inclusive of type -1 reflection of glass beads as per table 800.3,800.4 applied in uniform thickness of at least 2.5mm and spread uniformly with reflectorising glass beads type-2 in addition @250 gm/scm with a road marking machines as per IRC;35 complete with traffic diversion arrangement as per MoRTH specification Clause 803.4
3510
-
590
supply of L-tupe bollard made out of 1.25 mm thick M.S sheet height 134 cm welded in ciculaer type rin section having upper dia 15 cm and lower dia 21 cm with another attachment of 15 x 15 cm circluar section with 15 cm face plate and hold fast 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.
50
-
1771
Dismantling stone masonary in Cement Mortor
60
-
140
Earth work in excavation in foundation trenches etc in drains and channels etc not exceeding 2m depth including dress-sing of bottom and sides of trenches stacking the excavated soil 3 m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] Hard soil with pick work
760
-
85
Dismantling of flexible pavement and disposal of dismantled material upto a lead of 100 metres, stacking serviceable and unserviceable material sperately as per MoRTH Specificaton Clause : 202 Bituminious Course
300
-
300
Dismantling of flexible pavement and disposal of dismantled material upto a lead of 100 metres, stacking serviceable and unserviceable material sperately as per MoRTH Specificaton Clause : 202 Granular courses
400
-
220
providing and laying mechanically mixed and vibrated cement concrete in foundation up to depth of 1.5meteration below ground level and 1.5 meter above Ground /Bed level as per MoRTH Specificifcation 1000&1700 P C C1:4:8 Mix with crushed stone aggragate 20mm nominal size
420
-
2600
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal sixe mechically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and / or 1.50 metres above ground/bed level as per MoRTH Specificaton Clause : 1000 & 1700 with all lead P.C.C. grade M-15 in foundation & plinth upto 1.50 mtr from ground level
57
-
3200
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal sixe mechically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and / or 1.50 metres above ground/bed level as per MoRTH Specificaton Clause : 1000 & 1700 with all lead R.C.C. grade M-20 in superstructure upto 4.5 mtr from ground level excluding cost of steel reinforcement but including the cost of centering and shuttering
1000
-
3700
Providing and laying cement concrete for rainforcement mix with stone aggregate open foundation as per drawing and techinical specification as per MoRTH Specification section 1500,1700&2100 including form work at any level RCC grade M25
789.57
-
4400
Providing and fabricating steel reinforcement for RCC work including cutting, bending, placing in postin and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
184
-
43000
Supply & stacking good earth at site complete including loading unloding &transporting ect
1250
-
75
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
6360
-
50
Supplying of informatory / reteo reflective sign board size 60 X 80 cm made out of 2.00 mm thick alumimum sheet face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH Specification Clause 801 with angle iron post 65X65X6 mm, 3mtr. long
5
-
4455
Interlocking Concrte Block Pavements Providing and laying of interlocking concrte block pavements having thickness 80 mm as per drawing and technical specification
800
-
550
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