Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date18 Oct 2024
Closing Date25 Oct 2024
Tender Amount₹ 3,43,69,539
Costs
EMD
₹ 8,11,122Document Cost
₹ 7,736Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_966359_1Bid Award Id
ViewTender No
CD_II_105_Dt_28082024Tender 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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supply and laying of 20mm to 40mm gauge gradenominal size stone ballast under pipe (300mm dia pipe) C.35 to C1 = 50.00 mtr
15.74
2235
35188.34
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supply and laying of 20mm to 40mm gauge gradenominal size stone ballast under pipe 1.50 to3.00m
68.63
2302
158034.3
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supply and laying of 20mm to 40mm gauge gradenominal size stone ballast under pipe 3.00m to 4.50m
50.63
2392
121112.02
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Supply of RCC Non presurace of S/S pipe NP2 class including all taxes cartege at site (300mm dia pipe) C.35 to C1 = 50.00 mtr
750
678
508800
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Supply of RCC Non presurace of S/S pipe NP2 class including all taxes cartege at site 600mm dia RCC pipe
220
1597
351362
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providing and laying cement concrete 1:2:4(1 cement :2 course sand:4 graded stone) 300mm dia pipe( 0.00 to 1.50m) Craddle under pipec 35
22.31
6450
143899.5
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providing and laying cement concrete 1:2:4(1 cement :2 course sand:4 graded stone) 300mm dia pipe (1.50 to 3.00m )
97.34
6643
646678.29
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providing and laying cement concrete 1:2:4(1 cement :2 course sand:4 graded stone) 300mm dia pipe (3.00m to 4.50m)
71.78
6901
495389.67
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providing and laying cement concrete 1:2:4(1 cement :2 course sand:4 graded stone) 300mm dia pipe For repair of manholes
7.85
7050
55342.5
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Construction of RCC circular type manhole of 1.2m dia as per standard desingn and drawing 0.00 to 1.50m
7
22726
159084.8
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Construction of RCC circular type manhole of 1.2m dia as per standard desingn and drawing 0.00 to 3.00m
21
30946
649866
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Construction of RCC circular type manhole of 1.2m dia as per standard desingn and drawing 0.00 to 4.50m
16
38952
623232
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providing and fixing of heavy duty precast C.C. manhole Cover as per IS 12595 part 1st 1988 complete
225
2282
513562.5
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Desilting and cleaning of sewer line by super sucker machine with all necessary moder equipments including charges of machine &equipments also including cost of all labour . Required for proper completion of the work 250mm dia RCC pipe
7028
495
3478860
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Desilting and cleaning of sewer line by super sucker machine with all necessary moder equipments including charges of machine &equipments also including cost of all labour . Required for proper completion of the work 300mm dia RCC pipe
1750
575
1006250
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Desilting and cleaning of sewer line by super sucker machine with all necessary moder equipments including charges of machine &equipments also including cost of all labour . Required for proper completion of the work 6000mm dia RCC pipe
4900
2400
11760000
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Desilting and cleaning of Main Hole by super sucker machine with all necessary moder equipments including charges of machine &equipments also including cost of all labour . Required for proper completion of the work Manhole 0.90m to 1.20m phase-1&2
350
8000
2800000
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Desilting and cleaning of Main Hole by super sucker machine with all necessary moder equipments including charges of machine &equipments also including cost of all labour . Required for proper completion of the work Manhole 1.50m to 1.80m phase-1&2
355
12000
4260000
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Making plugging 250mm dia to 400mm dia Sewer line (By Sand Bag) Phase-1 & 2
250
2500
625000
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Making plugging 450mm dia to 600mm dia Sewer line (By Sand Bag) Phase-1 & 2
155
7000
1085000
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Pumping out of sewafe/water during of work whenever necessary.
2800
427
1197000
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supply and mixing of water proofing materials compounding
714
38
27489
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carting of 300mm dia size RCC non pressure S&S PIPES np2 and Specials from 0.00 to 1.5m
140
319
44772
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carting of 300mm dia size RCC non pressure S&S PIPES np2 and Specials from 1.50mm to 3.00m
610
329
200934
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carting of 300mm dia size RCC non pressure S&S PIPES np2 and Specials from 3.00m to 4.50m
230
342
78694.5
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carting of 300mm dia size RCC non pressure S&S PIPES np2 and Specials from (600mm) 3.00m to 4.50mm
220
587
129184
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with each 401.87 5,59,810 311.60 4,34,059 specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
415
769
319135
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12mm thick plaster with cement and coarse sand of 2.20 fineness modules in 1:4 over brick work munimum thickness not to be less than 1cm including supply of all materials, labour, tools & plants etc. required for proper cornpletion of the work.
1411.9
200
282380
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First Class Brick work in 1:4 cement & Coarse sand 2.20 F.M. mortar in Foundaton and plinth includin supply of all materials labour and T&P etc. requuied for proper completion of the work.
98.66
5170
510072.2
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Excavation in foundation in ordinary soil mixed with moorum shingle kankar requiring the use of special tools and plant such as pickaxes sabbals etc. including lift up to 1.50 M. and lead upto 30 M. and including filling 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches (Where machine can not reach/move)
60.18
115
6920.7
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Preparation and consoridation of sub grade with power road roller of 8 to 12 tonne capacity after excavatel earth to an average of 22.50cm depth dressing to comberr and consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposed of surplus earth with lead to 50 mtr.
491.25
90
44453.21
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Concrete with 2cm gauge stone grit , coarse and cement in proportion of 1:1.5:3 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
98.25
7500
736875
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Concrete with 4cm gauge stone ballast, coarse sand & cement in poroportion of 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.
87.3
6100
532530
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