Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 May 2022
Closing Date31 May 2022
Tender Amount₹ 1,11,02,784
Costs
EMD
₹ 2,24,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPPRC_700264_1Bid Award Id
ViewTender No
14/PCL/GM/Zone-6/Noida/2022-23 Dated 17.05.2022Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
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Documents
Balance work for Construction of Rajkiya Mahila Degree College at Jewar Distt- Gautambudha Nagar
BOQ Items
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only).
112
-
437
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.
1200
-
190
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
-
-
-
Ground Floor
2
-
7103.2
First Floor
4
-
7174.25
Second Floor
4
-
7245.25
M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
10
-
4037.5
M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms.
-
-
-
Ground Floor
33
-
4550.5
First Floor
101
-
4550.5
Second Floor
165
-
4596
Brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work M-150
-
-
-
Ground Floor
29
-
4778.5
First Floor
31
-
4778.5
Second Floor
27
-
4826.25
15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) rough side
112
-
183.3
12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand
-
-
-
Ground Floor
1550
-
161.5
First Floor
1450
-
161.5
Second Floor
1000
-
163.1
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1)1 cement : 6 coarse sand
-
-
-
Ground Floor
1020
-
147.25
First Floor
790
-
147.25
Second Floor
750
-
148.7
12mm cement plaster on ceiling & soffits. (1) 1 cement : 3 coarse sand.
-
-
-
Ground Floor
800
-
180.5
First Floor
800
-
180.5
Second Floor
550
-
182.3
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item
-
-
-
Ground Floor
5
-
7315
First Floor
8
-
7461.3
Second Floor
71
-
7534.45
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in Beam excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item. (IInd Floor)
-
-
-
Second Floor
39
-
7729.75
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item. (IInd Floor)
-
-
-
Second Floor
2
-
7752
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
180
-
5320
Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge.
1150
-
58.9
S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.
36
-
142.5
Supply and fixing Vitrified tiles (Kajaria,Bell,J& J or Somani) in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including, jointing and polishing complete including supply of all materials, labour and T & P complete.
-
-
-
Same as above for First floor
480
-
1235
Same as above but Second floor
350
-
1235
Supply and fixing Vitrified tiles (Kajaria,Bell,J& J or Somani) in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including, jointing and polishing complete including supply of all materials, labour and T & P complete.
-
-
-
Same as above for First floor
3
-
1235
Same as above but Second floor
3
-
1236
Supply and fixing 6 mm (1/4")thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work.
-
-
-
Same as above for First floor
700
-
855
Same as above for Second floor
600
-
863.55
Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge With granite stone of area less than 0.50 sqm.
-
-
-
Same as above for First floor
125
-
2953.8
Same as above for second floor
85
-
2983.34
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab over 0.50 sqm
50
-
3177.16
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
-
-
-
Providing & fixing of hold fast for chaukhats of doors and windows.
350
-
53.2
Angle iron door chaukhat 40*40*5
1362
-
53.2
Fixing of Door, windows/ventilators chaukhats in position.
-
-
-
Door chaukhats
50
-
285
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
4050
-
155.94
INDIA MARK HAND PUMP 2 NOS.
Supply of following sizes of P. V. C. pipes fittings ( 6 kg/cm2)
-
-
-
(a) 110 mm dia P. V. C. pipe
30
-
256.5
(b) 63 mm dia P. V. C. pipe
12
-
104.5
(C) 110x63 mm Reducer
1
-
190
(d) 63/50 mm P.V. C. Ribbed strainer set.
1
-
779
Supply of 32 mm dia G.I. pipe ( Medium class).
24.2
-
316.83
Supply of india Mark-II Hand Pump completete with 24 m connecting rod and one number Cylender.
1
-
7125
Hiring of boring T&P inculuding its carriage upto site and return back after completion of work.
1
-
475
150 mm dia boring by palm & pressure method in all type of strata and levelling the site after completion of work including supply of all labour etc. complete.
-
-
-
(a) 0 to 30 M below G.L.
30
-
190
(b) 30 to 0 M below G.L.
16
-
218.5
Preparation of PVC assembly and lowering of 110mm/60mm PVC pipe and strainer including supply of all labour, carriage upto site etc. required for proper completion of work.
-
-
-
(a) 0 to 30 M below G.L.
30
-
3.8
(b) 30 to 0 M below G. L.
16
-
4.75
Surrounding of hand pipe with coarse sand around and below strainer and remaining base including supply of all labour, T&P, materials etc. required for proper completion of work.
0.2
-
760
Carriage of india Mark-II Hand pump, 32 mm dia G.I. Pile C/rod etc. for divisional store to site of work and its installation with G.I. Riser pipe including supply of all labour etc. complete with development of bole and its testing.
1
-
237.5
Construction of precast platform for india Mark-II Hand Pump as per departmental type design including supply of all materials, etc. required for proper completion of work.
1
-
2850
Excavation for collection of water for boring
-
-
-
2.5x2.5x1.5 9.37M2
9.38
-
19
Water collection for pressure boring.
1
-
4750
BOUNDARY WALL
Earth work in exacavation in trenches
for foundations and for pipes cables etc. in ordinary soil(loam clay or sand)
including lift upto 1.5 m and dressing
of sides and ramming of bottom sand
disposal of surplus excavated earth as
directed by the Engineer i/c with in a
lead of 50m.
12
-
90.25
Providing and laying in cement concrete
1:4:8 (1 cement :4 fine sand :8 graded
stone aggregate 40 mm nominal size) and curing complete,including cost of form-
work,in foundation and floors.
1.92
-
4940
R.c.c. work with cement approved coarse
sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2:4
in lintels of doors and windows excluding supply of reinforcement and its fixing and
binding the same with 24 BWG binding wire
and including necessary centering and
shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion
of the works.strength of the concrete shall
not be less than M-20. (AR-I)
1.75
-
7100.97
As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) M-20 (AR-I)
1.64
-
6388.47
As in item 4 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete) M-20 ((PWD-288A)
1.79
-
7600
TMT-FE-500 in plain work such as
reinforced concrete or reinforced, brick
work (when not included in anover all
rates ) wrought to required shape as necessary including bending for proper
completion of the work and including
supply of steel its wastage bend hooks
and authorised over lapping shall be
measured upto floor two level.
7.8
-
5320
M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
5.3
-
4037.5
Same as in item no. 7 above but in
super-structure above plinth level up
to floor two level ( up to two storeys )
including necessary cutting and moulding of brick work as required and also including honey combed brick
work in thickness of wall more than 12cms.
0.63
-
4550.5
Brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
3.55
-
4778.5
Fixing of Door, windows/ventilators chaukhats in position.
-
-
-
12 mm cement plaster in single coat on
rough side of single or half brick wall for interior plastering up to floor
two level including internal rounded
angles not exceeding 80 mm in girth
and finshed even and smooth. (1)1 cement : 6 coarse sand (2.25 FM)
112
-
161.5
E/w in filling iincluding ramming ,dressing watering & compaction in layers not more than 20 cm with all lead,lift,T&P etc complete of carted earth in campus around main building.
300
-
303.4
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