Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Sep 2022
Closing Date12 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 5,77,560Document Cost
₹ 6,358Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_SIDC_730432_1Bid Award Id
ViewTender No
cd_2_106_07092022Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick inter coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
1344.9
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Consolidation of 22.4-53 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
1344.9
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Water allowance to be allowed between 15 November to 31st May required for proper completion of the work as per direction of Engineer-in-Charge.
2689.8
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Providing and applying primer coat with VG-10 bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. As per morth SI no 502
13449
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 perrcent by weight of total mix and faller, transporting the hot mix to wark site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects.
672.45
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. gremied with bituminous binder @ 5.4 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level andalignment,rolling with smooth wheeled, vibratory and tandem rollers with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. Unit = Cum/Sqm
13449
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Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. including filling, watering and ramming of excavated earth into the trenches or into the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M. (100fts) from the foundation trenches.
166.8
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Same as above item No. 10 but for 1 extra lead & lift.
15.17
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Concrete with 4cm gauge stone ballast, coarse sand & cement in poroportion 8:4:1 (8 graded stone aggregate: 4 coarse sand : 1cement : ) including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
24.34
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M-150 Brick work in 1:3 one cement : 3 cement and coarse sand mortar in foundation & plinth including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
77.57
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R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and supply of binding wire and all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
8.88
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M.S. (tor Steel or plain) in Plain work such as R.C.C. work including beding for proper shape including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
13.94
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4cm thick 1:2:4 plain cement concrete floor with cement approved coarse sand & 2cm approved stone grit including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
24
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Concrete with 2cm gauge stone grit , coarse and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
4.6
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Struck pointing with cement mortar consisting of 1 part cement and 2 part of fine sand of 1.25 fineness modulus including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
18.96
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Flush pointing with cement mortar consisting of 1 part cement and 2 part of fine sand of 1.25 fineness modulus including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
38.4
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Finishing wall with water proof cement paint of approved make on new work with three coats to give an even shade including supply of all materials, labour, and T&P etc. required for proper completion of the work.
18.69
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