Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 26,51,865
Costs
EMD
₹ 62,600Document Cost
₹ 2,139Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SIDC_870752_1Bid Award Id
ViewTender No
CD-III(348) Date 13.12.2023Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supply of labour
1470
668467
454.74
Providing Sweeper for sweeping Roads including Miscellaneus charges ( uniform, Jackets, shoes, gloves, mask, caps etc
700
308000
440
Water Tanker with sprinkler 6000 Litre or above cap with POL/Driver including filling of water etc. copmlete.
90
198000
2200
Providing Wheeled excavator cum loader including POL & driver
60
62700
1045
Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth 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 the Engineer in charge up to a distance of 30m. from the foundation trenches.
400.98
44107
110
Extra rates for qty of work excavated or under water and/or liquied mud including pumping out water as required.
200.49
3809
19
Cartage of earth or fly ash when added to schedule item no- 253 Lead upto 1.0 KM
200.49
24199
120.7
Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
2.25
13186
5860.47
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
50
2246
44.93
Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm.
35
3500
100
White washing one coat including supply of all materials ,labour,Tools & plants etc.required for proper completion of the work .
As in item 671 above but Two coats
70
1120
16
Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work
3.68
15824
4300
M-150 brick work in 1:6 cement & coarse sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work.
26.91
134819
5010
12 mm thick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen 1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work.
177
31860
180
Repair to pot holes and removal of loose material,trimming of sides ,cleaning of surface by providing tack coat @ 0.30 kg per sqm,20 mm thick pre-mix carpet composed of 13.2 mm to 5.6 mm aggreggates and seal coat type B specification , compacted by three wheel 80-100 KN static roller as directed by Engineer-in-charge by using mixoll machine including all T&P and sundries etc.required for proper completion of work but excluding cost of bitumen and grit
375
45000
120
Supply of packged bitumin (pack of 156 kg)
Analys is attach as per IOCL
312
19571
62.73
Supply of 13.2 mm to 5.6 mm crushed stone aggregates
10
22833
2283.33
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