Chhattisgarh Housing Board Tender
Chhattisgarh Housing Board - CGHB Tender
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Contact
Tender Id
165272Tender No
165272Tender Authority
Chhattisgarh Housing Board ViewPurchaser Address
-Website
http://www.cghb.gov.in
BOQ Items
850.39
-
-
6490.69
-
-
1298.14
-
-
1030.51
-
-
2821.32
-
-
6473.24
-
-
4982.71
-
-
134.18
-
-
201.61
-
-
397.53
-
-
211.72
-
-
172.121
-
-
4374.86
-
-
402.48
-
-
365.67
-
-
376.67
-
-
370.35
-
-
386.54
-
-
375.22
-
-
289.76
-
-
27.16
-
-
250
-
-
524982.5
-
-
4.21
-
-
84.17
-
-
82.37
-
-
727.62
-
-
1098.24
-
-
1098.24
-
-
15.8
-
-
1435.41
-
-
196.43
-
-
171.83
-
-
186.38
-
-
215.37
-
-
185.67
-
-
199.61
-
-
146.92
-
-
133.2
-
-
2369.8
-
-
2369.8
-
-
243.06
-
-
419.39
-
-
506.79
-
-
506.79
-
-
342.45
-
-
320.69
-
-
30.63
-
-
48
-
-
8
-
-
8
-
-
2
-
-
6
-
-
8
-
-
16
-
-
16
-
-
905.9
-
-
14.86
-
-
880
-
-
698.64
-
-
515.76
-
-
167.28
-
-
113
-
-
36
-
-
480
-
-
744
-
-
100
-
-
320
-
-
372
-
-
880
-
-
632
-
-
300
-
-
756
-
-
100
-
-
100
-
-
756
-
-
100
-
-
400
-
-
200
-
-
100
-
-
10707.75
-
-
fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-250
540
-
-
4283.1
-
-
4283.1
-
-
11554.1
-
-
379.69
-
-
713.85
-
-
356.93
-
-
1352
-
-
1359.33
-
-
The work shall be carried out as per specifications, drawing and as per directions of the Engineer-inCharge. Ceiling hEight up 3.5 meter. from adjacent floor level. Extra hEight to be paid separately.
830.91
-
-
2987.9
-
-
6357.76
-
-
14545.51
-
-
17326.73
-
-
cement mortar 1:4 (1 cement : 4 fine sand) per cm width: Raised Band
225
-
-
910
-
-
910
-
-
910
-
-
910
-
-
1594
-
-
625
-
-
nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in hEight.
4780.84
-
-
259.21
-
-
512.41
-
-
10332.64
-
-
10332.64
-
-
2283.72
-
-
956.47
-
-
2283.72
-
-
414.41
-
-
40513.72
-
-
23186.99
-
-
23186.99
-
-
17316.73
-
-
2078.21
-
-
2802.86
-
-
463.38
-
-
1559.69
-
-
5664.2
-
-
40
-
-
40
-
-
30
-
-
30
-
-
60
-
-
20
-
-
10
-
-
10
-
-
50
-
-
700
-
-
700
-
-
1500
-
-
200
-
-
200
-
-
200
-
-
200
-
-
200
-
-
200
-
-
400
-
-
150
-
-
150
-
-
300
-
-
300
-
-
275
-
-
275
-
-
275
-
-
275
-
-
275
-
-
200
-
-
100
-
-
100
-
-
150
-
-
100
-
-
150
-
-
300
-
-
100
-
-
100
-
-
100
-
-
100
-
-
100
-
-
100
-
-
75
-
-
75
-
-
180
-
-
180
-
-
200
-
-
50
-
-
50
-
-
50
-
-
150
-
-
150
-
-
150
-
-
150
-
-
150
-
-
150
-
-
50
-
-
50
-
-
50
-
-
50
-
-
50
-
-
50
-
-
50
-
-
50
-
-
50000
-
-
100
-
-
200
-
-
200
-
-
100
-
-
200
-
-
200
-
-
100
-
-
100
-
-
100
-
-
100
-
-
100
-
-
50
-
-
200
-
-
100
-
-
50
-
-
500
-
-
500
-
-
10
-
-
180
-
-
120
-
-
60
-
-
140
-
-
300
-
-
4
-
-
4
-
-
2
-
-
a) Phase indicating lamps with fuses and toggle switches 1 set
b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No
c) 32 A
2
-
-
500
-
-
for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils.
103.24
-
-
for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In ordinary rocks.
77.43
-
-
25.81
-
-
77.43
-
-
9.47
-
-
46.07
-
-
plinth:
4.18
-
-
13.86
-
-
8.64
-
-
162.68
-
-
191.52
-
-
57.22
-
-
5528.94
-
-
10.32
-
-
124.89
-
-
coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick
39.2
-
-
2
-
-
8.34
-
-
8.34
-
-
0.04
-
-
6
-
-
2.1
-
-
4
-
-
1
-
-
1
-
-
1
-
-
2
-
-
90
-
-
section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:For fixed portion
27
-
-
section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately: For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
27
-
-
54
-
-
With float glass panes of 4 mm thickness
3.6
-
-
1.8
-
-
14.7
-
-
45.45
-
-
50.25
-
-
60.15
-
-
60.15
-
-
50.25
-
-
8.64
-
-
c) 32 A
2
-
-
702
-
-
409.5
-
-
90
-
-
nominal size).
122.85
-
-
184.28
-
-
5528.25
-
-
for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils.
16.2
-
-
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm
nominal size).
0.79
-
-
Cement Mortar 1:3 (1 cement : 3 coarse sand)
21.12
-
-
will be paid separately).
Stone boulders of size range 5 cm to 20 cm, in recharge pit
6.48
-
-
will be paid separately).
Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
6.48
-
-
will be paid separately).
Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel
3.24
-
-
In Cement Mortar 1:6 (1 cement : 6 fine sand)
21.12
-
-
M-25 Grade
2.16
-
-
straightening, cutting, bending, binding etc. complete as per drawings
including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically treated bars FE 415
259.2
-
-
In all types of soils.
48
-
-
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
4.8
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size).
13.28
-
-
Thermo-Mechanically treated bars FE 500 D
1328.4
-
-
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
25.92
-
-
Columns, Pillars, Piers and likes- rectangular or square in shape
18
-
-
Electric resistance or induction butt welded tubes Grade-250
1200
-
-
48
-
-
60
-
-
120
-
-
80
-
-
80
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
10.34
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
56.42
-
-
Rectangular shape 600x450mm internal dimensions
4
-
-
Thermo-Mechanically treated bars FE 415
7052.9
-
-
In cement Mortar 1:3 (1 cement : 3 fine sand)
138
-
-
40 mm thick
36
-
-
With 20x20 mm square bar
40
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
4
-
-
8
-
-
150 mm dia
4
-
-
116.36
-
-
Wall of any thickness including attached pilasters, buttresses etc. in super structure.
264.08
-
-
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
49.52
-
-
37.5
-
-
25
-
-
43.75
-
-
36
-
-
150 mm Dia
14
-
-
800
-
-
8
-
-
110mm dia Pipe
240
-
-
64
-
-
Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm
64
-
-
Double
64
-
-
169.14
-
-
13.65
-
-
nominal size).
53.33
-
-
Thermo-Mechanically treated bars FE 415
4533.33
-
-
68.57
-
-
In Cement Mortar 1:5 (1 cement : 5 fine sand)
342.86
-
-
In Cement Mortar 1:5 (1 cement : 5 fine sand)
342.86
-
-
2222.22
-
-
76.19
-
-
88.8889
-
-
25mm thick
40
-
-
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
281.9048
-
-
Columns, Pillars, Piers and likes- rectangular or square in shape
190.4762
-
-
On new work (two or more coats)
1298.0952
-
-
507.94
-
-
18.86
-
-
12.96
-
-
34.14
-
-
5.54
-
-
4.54
-
-
8.07
-
-
1261
-
-
21.71
-
-
Vertical and horizontal fins individually or forming box, louvers bands, almirah shelves and likes.
55.73
-
-
Columns, Pillars, Piers and likes- rectangular or square in shape
28.16
-
-
24.39
-
-
6.33
-
-
IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand)
14.8
-
-
0.2
-
-
frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of
shutters excluding hinges.
7.25
-
-
120.25
-
-
24.39
-
-
104.34
-
-
67.8
-
-
24.39
-
-
128.73
-
-
128.73
-
-
72.75
-
-
plinth:
8.07
-
-
1912.5
-
-
In all types of soils.
230.4
-
-
22.8
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
22.8
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
79.95
-
-
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
666.3
-
-
Thermo-Mechanically treated bars FE 500 D
7995
-
-
38
-
-
In all types of soils.
198
-
-
99
-
-
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm
nominal size).
99
-
-
nominal size).
2.4
-
-
Pigment Coloured (rubber mould) precast interlock concrete blocks
990
-
-
394
-
-
493
-
-
1083
-
-
87
-
-
280
-
-
16
-
-
34
-
-
45
-
-
68
-
-
60
-
-
10
-
-
37
-
-
77
-
-
88
-
-
98
-
-
2230
-
-
6700
-
-
2790
-
-
2232
-
-
1380
-
-
780
-
-
540
-
-
3460
-
-
2500
-
-
42.5
-
-
410
-
-
3050
-
-
80
-
-
147
-
-
147
-
-
376
-
-
17
-
-
20
-
-
15
-
-
45
-
-
82
-
-
45
-
-
20
-
-
376
-
-
376
-
-
20
-
-
87
-
-
190
-
-
186
-
-
376
-
-
54
-
-
1114
-
-
45
-
-
38
-
-
188
-
-
12
-
-
40
-
-
27
-
-
39
-
-
1026
-
-
20
-
-
46
-
-
234
-
-
162
-
-
150
-
-
1
-
-
16
-
-
17
-
-
16
-
-
1
-
-
51
-
-
51
-
-
51
-
-
320
-
-
4
-
-
130
-
-
140
-
-
A. Type : Passenger lift
B. Load : 16 passenger/ 1088 Kg
C. Speed : 1.0 metre per second
D. Contol : AC2
E. Operation : Microprosser based simplex collective selective with/without lift attendent
F. Total rise : About 9 mtrs
G. Landings : 4 All on same side
H. Floors served : G,1,2,3
I. Signals : Digital car position indicator, car travel direction indicator in car & at all landings
J. Lift shaft size : About 2500 mm width X 2100 mm depth, finished with plaster (size as per actual site conditions)
K. Lift car size : About 2000 mm width X 1300 mm depth
L. Car entrance : Minimum Clear opening 1000 mm wide X 2000 mm high protected with car door
M. Landing entrance: Clear opening 1000 mm wide X 2000 mm high protected with landing door
N. Car door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type
O. Landing door : Stainless steel /Glass Door two pannel telescopic/centre opening flush type
P. Door operation: Automatic electric power operated door with infra red protection
Q. Car interior : Stainless steel pannel with hair line/ mirror/moon rock finish on all sides
R. Car floor : Hard wood covered with PVC/ marblex tiles
S. Car ceiling & lighting : Fluorscent lighting concealed by suspended false ceiling with plain acrylic diffuser. The frame of suspended false ceiling shall be of powder coated aluminium
T. Car ventilation : Pressure fan with anodised aluminium grill
U. Emergency lighting in car: Battery operated Emergency lighting in the lift car
V. Intercom system : Battery operated Intercom system in lift car, machine room and control room
W. Emergency alarm : Battery operated alarm bell system in lift car & contol room
X. Position of machine room: Directly above the lift shaft
Y. Electric power supply : AC 415 Volts 3 phase 50 Hz terminated in machine room
Z. Fire man switch : Fire man switch at main landing termanal
2
-
-
6
-
-
Supply of outdoor Units
Supply of Daikin/Voltas/Blue Star Make Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.6 HP ODU (for OT-1,2,3,4)
4
-
-
Supply of outdoor Units
Supply of Daikin/Voltas/Blue Star Make Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.12 HP ODU (for GROUND FLOOR CT SCAN,MRI UNIT)
1
-
-
Supply of outdoor Units
Supply of Daikin/Voltas/Blue Star Make Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.26 HP ODU (for FOURTH FLOOR ICU-1,2, NICU)
1
-
-
2
-
-
1
-
-
2
-
-
4
-
-
4
-
-
12
-
-
Installation, testing and commissioning of Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.6 HP ODU (for OT-1,2,3,4)
4
-
-
Installation, testing and commissioning of Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.12 HP ODU (for GROUND FLOOR CT SCAN,MRI UNIT)
1
-
-
Installation, testing and commissioning of Modulating outdoor Cooling units based on inverter technology as per specifications with scroll compressors with inverter compressor, special pre-coated fins, panel, corrosion resistant coated condenser, along with VAV , VRT technology, condenser fan, M.S. hot dip galvanised stands / supports, electrical & microprocessor panel, film capacitor, phase free technology, isolating valves, vibration isolators and all the necessary accessories for proper functioning of the units, having following actual cooling (HP) capacities. Eco friendly refrigerent shall be used with the VRV system.26 HP ODU (for FOURTH FLOOR ICU-1,2, NICU)
1
-
-
2
-
-
1
-
-
2
-
-
4
-
-
4
-
-
40
-
-
30
-
-
50
-
-
49.6
-
-
135
-
-
144
-
-
186
-
-
93
-
-
260
-
-
439
-
-
100
-
-
9
-
-
14
-
-
7
-
-
7
-
-
Evaluation Notes How It Works ?
Potential Partner
Past BiddersThis list is curated from the bidders of the similar tenders in the past
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