Ajmer Development Authority Tender
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Costs
EMD
₹ 4,48,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_ADA_272096_2Bid Award Id
ViewTender No
NIT-04/2022-23Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
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Providing and laying granular sub base material 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 30. To achieve 95% proctor density.
3060
-
285
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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 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.
2970
-
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 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.
10800
-
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 / 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
20400
-
10.2
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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
maierial 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 departrnent) but excluding cost of primer/tack coat. [MoRTH Specification : clause 5O7,1121with 4.50 % Bitumen with all lead with bitumen grade VG 30
1122
-
5572
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Providing and laying 20 mm thick mix Seal Surfacing on a prepared surface in a single course composed of specified graded crushed aggresates as per table (500-26) premixed with bituminous binder (including cost of anti-stripping compound, wherever required) 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 appoved by the department, but excluding cost of tack coat. with all lead
Type "B"(19 Kg. Binder per 10 Sqm)
b) with bitumen grade VG 30
20400
-
105
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, 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 kinds of soils
910
-
196
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Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful material 30%
40
-
501
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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 level1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
.
261
-
3144
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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
517.75
-
4523
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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.
Thermo-mechanically Treated bars (Conforming of relevent IS code)
24472
-
67
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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).
202.5
-
2580
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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.
1805
-
150
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Providing and laying Precast reinforced cement concrete Box culvert section of M40 grade designed for'AA' class loading as pel IRC specifications including to effect of impact, EQ etc' cornplete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work
includes required safety measures construction of drain for diversion of flowing waier cost of design of RCC Precast Box and its proof checking from llT/MNIT Jaipur complete in all respect as per Specifications.
-
-
-
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Size 0.75 M x 0.75 M
9
-
11342
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Size 0.60 M x 0.60 M
34
-
8346
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P & F of reinforcedferro -cement drain designed for class "AA" loading duly marked on cover with adequate steel reinforce ment having thickness 75 mm to 150 mm,anti-corrosive bitumen painted M.S. plate,rim & on M.S. lifting hooks,admixture like plastisizer bond-improving compound,shrinkage resistant compound,abrasion resistant complete as per approved design etc1000x800
80
-
1669
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Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead.
720
-
16
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Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
720
-
317
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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick .
800
-
188
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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 40mm nominal size).
180
-
3554
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Construction of un rainforcement, dowels joints plain cement concrete pavement M-30 over a prepared sub base with 43n grades cement @400kg per cum ,coarse and fine aggregates conforming to is 383 maximum size of course aggregates not exceeding 25mm ,mixed in a batching and mixing plant as per approved design ,transported to site laid with afixed form or slip form paver ,spred compacted and finished in a countinuous operation including provision of constraction ,expanction ,construction and longitudinal joints joint filler separation membrance ,sealent ,debonding strip ,dowel bars tie rod ,admixture as approved ,curing compound ,finishing to lines and grades as per drawings complete as per MoRTH specification clause 602
240
-
3949
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Providing and laying of interlovking concrete blocks pavements having thickness 80 mm of Red Colour and any shape i.e. Zig- zag, I & Damru As per drawing and technical specifications inclusive transportation complete M-30 Strength
900
-
783
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