Ajmer Development Authority Tender
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Costs
EMD
₹ 7,30,840Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_ADA_311628_2Bid Award Id
ViewTender No
NIT-44/2022-23/2994Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
The Carriage rates of materials include loading, unloading and cost of stacking. Carraige of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge for 5 KM
20965
-
86
The Carriage rates of materials include loading, unloading and cost of stacking.Building rubbish, stone metal (grit and ballast etc.) screened kankar. for 5 KM
840
-
110
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
2760
-
255
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 ipecification : Clause 406) by mechanical means with all lead
4500
-
1040
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 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 CIause- 502,112
15750
-
27.5
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 temperatures as per MoRTH specification CI.503,112
15750
-
10.2
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 aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) 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 & 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 50-75mm) with bitumen grade VG 30
945
-
4440
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. 50 - 65 mm compacted thicknesswith 5.5% binder grading-1 with lead of mix material 1Km a) With straight run bitumen grade VG 30
472.5
-
6797
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.
682.5
-
547
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.
618.75
-
3949
Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board, dowel bars 25 mm M.S. rod 500 mm long @ 200 mm c/c with PVC sleeve as per IRC - 58 (1988) including required steel bar (16mm dia) chairs, making hole in board, placing whole assembly in groove incluiding cost of sealing compound.
30
-
1300
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete 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 water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications.
-
-
-
Size 2.00 M x 2.00 M
80
-
54601
Size 1.00 M x 1.00 M
120
-
17157
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 20mm nominal size).
274.4
-
3847
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).
203.7
-
2838
Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Raised and cut pointing.
192
-
233
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 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
2.61
-
4624
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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
136.5
-
4915
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.
486
-
157
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 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 pipe 750 mm Dia
100
-
2507
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