Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department Tender
Civil And Construction
Eprocure
Opening Date4 Jan 2025
Closing Date10 Feb 2025
Tender Amount₹ 1,15,11,397
Costs
EMD
₹ 2,30,228Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IFC_267979_1Tender No
EE/CD-VI/ACS-127/2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-
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Documents
BOQ Items
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
233
6195
1443528.2
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete
1
206
206.25
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
307
5854
1797224.05
... More
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) with Neat cement Punning
147
238
35074.2
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
394
134
52914.2
... More
Providing Mild Steel Pipes fabricated / manufactured out of MS plate of steel grade Fe 410 as per IS 3589:2001 or out of HR coils of same/equivalent grade; coated internally with food grade epoxy and externally/ outside with epoxy coating; complete in all respect as per relevant IS codes with upto date amendments and as directed by Engineer-In-Charge. 900mm nominal dia (clear internal dia) pipes of 10mm thickness (min.). (23(A)(l) of DJB)
60
18805
1128303
... More
Installation of Product pipe by Auger Boring method in mixed soil type at required depth to correct grade and alignment; complete as per specifications and as directed by the Engineer-In-Charge. (Cost of projuct pipe, Excavation of Entry and Exist Pit, Shoring/ strutting, Backfilling, Disposal of Surplus Earth, Road Cutting & restoration, Dewatering etc will be paid separately). 600-900 mm diameter. (4.1.4 of DJB)
60
11797
707842.8
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
263
4235
1113844.45
... More
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
1355
940
1274106.5
... More
Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation
3087
81
252670.95
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75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size
3087
136
422301.6
... More
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 20 mm nominal size
3087
140
434032.2
... More
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Coarse sand.
3087
129
399612.15
... More
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).
3087
298
920852.1
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Earth work in excavation and carraige by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within a mechanical lead of 10 KM from site to Shank No.7 & 8 and some different locations complete as per site conditions and direction of Engineer in Charge
2750
242
667425
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