Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Eprocure
Opening Date6 Nov 2019
Closing Date29 Nov 2019
Tender Amount₹ 1,31,89,000
Costs
EMD
₹ 2,64,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_BDAB_400587_7Bid Award Id
ViewTender No
3423/BDA/19-20/ Dt 01-11-2019 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
GEM & Bid Advisory Services
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BOQ Items
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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]
5657
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21.8
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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]
283
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8215
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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]
5657
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6.9
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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]
227
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9292
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PART (B) INTER LOCKING TILES
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-
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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)]
405
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90
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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.]
203
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3480.1
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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.]
2022
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810
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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) ]
4
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6250
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PART (C) Water & Sewer Connection
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Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
404
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95
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Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam [DSR - 16.13.2/2018)]
250
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1889.9
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe
[DSR - 19.3.1/2018)]
320
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322.4
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Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. [DSR - 18.12.1/2018)]
640
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202.7
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Providing and fixing 15 mm nominal bore brass ferrule with C.I. mouth cover including boring and tapping the main : [DSR - 18.20.1/2018)]
44
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245
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Constructing brick masonry chamber of internal size 455x610 mm and 45 cm deep for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand(Zone-III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. (DSR No. 19.30.1)
20
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5033.7
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe (DSR No. 19.6.2/2018)
320
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384.1
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 1. For pipes 100 to 250 mm diameter. (DSR No. 19.21.1/2018)
20
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517.7
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