Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Eprocure
Opening Date6 Nov 2019
Closing Date29 Nov 2019
Tender Amount₹ 1,63,09,000
Costs
EMD
₹ 3,26,500Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_BDAB_400587_8Bid Award Id
ViewTender No
3423/BDA/19-20/ Dt 01-11-2019 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
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BOQ Items
Bitumen tack coat over painted surface @ 0.70 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MOT specification No. 502 and as per direction of E/I. [Analysis]
7678
-
21.8
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.25% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. [DSR- 16.54.1/2016]
576
-
8215
Bitumen tack coat over painted surface @ 0.20 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MOT specification No. 502 and as per direction of E/I. [Analysis]
7678
-
6.9
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. [DSR- 16.57.1/2016]
308
-
9292
P/L of hot applied Thermoplastic compound 2.5 mm thick including refletrorising glass beads @250 gm./sqm, Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The Finish surface to be level, uniform and free from streaks and holes, Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour, T&P. etc. require for proper completion of work as direction by Engineer-In-charge. [Item no. 20.40]
312
-
450
P/L Delinator 75 mm dia & 1200 mm long Iron make as per direction of E/I. [S.I. No. - 1 (Traffic Sign)]
20
-
1375
PART (B) INTER LOCKING TILES
-
-
-
Earthwork in cutting or in embankment in ordinary soil, excavation to be done in regular pits not exceeding 0.50 M in depth and earthwork in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M distance required for proper completion of the work as directed by E/I. excluiding royllity. [S.I. No. - 253 (a)]
214
-
90
Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing with mix in place method with rotavator at OMC and compacting with smooth wheel rooler to achieve desired density complete as per technical cpecification clause 401. [A.R.]
107
-
3480.1
Supply and fixing of 80 mm thick gray colour precast cement concrete I shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200 x (160+120mm) of O.P. cement, smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa (M-40) and weight 5 Kg. per No. confirming to IS : 15658-2006 and also including levelling and dressing of surface upto required levels and slopes, filling joints with local sand, including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. [A.R.]
1070
-
810
Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion 4: 2: 1 including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 279(A) ]
2.5
-
6250
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