Uttar Pradesh Projects Corporation Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender 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
2025_UPPRC_1007229_1Tender No
03/PM/Unit-48/UPPCL/2024-25Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
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BOQ Items
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
1.74
3551
6179.18
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
8.01
2060
16502.2
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
3204
6
21466.8
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Recovery of Bricks
2243
2
-4486
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Recovery of Angle Iron
63.86
2
-127.72
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Recovery of Barbed wire
22.29
2
-44.58
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Construction of 1.8 Mtr High Brick Boundary Wall with 0.6 mtr dia Concertina coil Fencing (145.40 RM)
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-
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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.
-
-
-
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all kinds of soil
157.73
260
41057.12
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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.
107.68
196
21105.28
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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 : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
16.06
6518
104688.72
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
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-
-
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Foundations, footings, bases of columns, etc. for mass concrete.
74.22
392
29105.37
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
162.87
736
119937.47
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Columns, Pillars, Piers, Abutments, Posts and Struts
135.34
961
130102.34
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
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-
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Upto plinth level
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-
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(i) R.C.C. work in Footing
22.56
9504
214427.16
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(ii) R.C.C. work in Beam
15.27
9504
145137.53
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(iii) R.C.C. work in Columns
8.2
9504
77938.95
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All works above plinth level upto floor V level
-
-
-
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Concrete of M25 grade with minimum cement content of 330 kg /cum
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-
-
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(ii) R.C.C. work in Beam
7.64
9860
75333.46
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(iii) R.C.C. work in Columns
1.96
9860
19326.38
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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.
5562.94
107
599963.08
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
30.88
6295
194394.23
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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 1:6 (1 cement : 6 coarse sand)
23.35
9105
212623.93
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
352.76
172
60886.38
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15 mm cement plaster on the fair side of single or half brick wall
597.09
395
236059.53
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1:6(1 cement:6 fine sand).
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-
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
597.09
116
69799.82
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(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
7.77
155
1211.34
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
145.4
375
54641.32
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