Guru Gobind Singh Indraprastha University Tender
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Guru Gobind Singh Indraprastha University - GGSIPU Tender
Eprocure
Opening Date17 Feb 2021
Closing Date26 Feb 2021
Tender Amount₹ 7,15,200
Costs
EMD
₹ 4,527Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GGSIP_200252_1Bid Award Id
ViewTender No
31/SE/UWD/Elect/2020-21Tender Authority
Guru Gobind Singh Indraprastha University ViewPurchaser Address
-Website
http://http://www.ipu.ac.in/
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Documents
BOQ Items
Making trench less under ground hole across the roads/cement concrete pathway at a depth of about 1 mtr. by means of manual augor and connecting pipes to suit the pipe/cable of size up to 100 mm dia. i/c making excavation on both side of road/pathway for making trenchless hole and refilling the same with excavated soil after laying pipe & cable through trenchless hole. watering. dressing complete as required as per instruction of Engineer-incharge. (Cost of laying of cable & pipe is not included in this item)
30
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Supply of heavy duty 1100 V grade, XLPE insulated, PVC sheathed armoured cable with copper/aluminium conductor for the following size with ISI mark confirming to IS : 7098 part-1 amended up to date as required. 3 x 2.5 sqmm Copper conductor cable
135
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-
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size direct in ground
including excavation, sand cushioning, protective covering and
refilling the trench etc. as required. Upto 35 sq. mm
72
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Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size in the existing
RCC/ HUME/ METAL pipe as required. Upto 35 sq. mm
40
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-
Laying of one number PVC insulated and PVC sheathed / XLPE
power cable of 1.1 kV grade of following size in the existing
masonry open duct as required. Upto 35 sq. mm
3
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-
Laying and fixing of one number PVC insulated and PVC
sheathed / XLPE power cable of 1.1 kV grade of following size
on wall surface as required. Upto 35 sq. mm (clamped with 1mm thick saddle)
20
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-
Supplying and laying of following size DWC HDPE pipe ISI
marked along with all accessories like socket, bend, couplers
etc. conforming to IS 14930, Part II complete with fitting and
cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)
30
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-
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge, a) Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix)
0.1
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. a) 1:2:4 ( 1 Cement: 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.1
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Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2.2
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Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone
aggregate 40 mm nominal size)
0.15
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-
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
1.4
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Centering and shuttering including strutting, propping etc. and removal
of form for : Foundations, footings, bases of columns, etc. for mass concrete
13
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
90
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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.
0.8
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