Urban Administration And Development Tender
Urban Administration And Development Tender
Costs
EMD
₹ 2,46,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Contact
Tender Id
165771Tender No
165771Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://urbanecg.gov.in/uad/CitizenHome.html
BOQ Items
2584.86
-
-
2414.5
-
-
170.41
-
-
464.64
-
-
702.35
-
-
181.6
-
-
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
2719.56
-
-
304.8
-
-
523.89
-
-
967.07
-
-
306.85
-
-
12.41
-
-
1.32
-
-
125.2
-
-
134113
-
-
326.85
-
-
1116.3
-
-
535.28
-
-
953.65
-
-
337.5
-
-
100
-
-
25
-
-
18
-
-
7
-
-
: 3 coarse sand) finished smooth with a floating coat of neat cement on walls:
8
-
-
5
-
-
nominal size).
88.48
-
-
787.94
-
-
277.24
-
-
188.82
-
-
296.1
-
-
917.11
-
-
253.8
-
-
200.73
-
-
1726.65
-
-
1629.32
-
-
122.46
-
-
122.46
-
-
1.49
-
-
57.6
-
-
9.6
-
-
4
-
-
2
-
-
1
-
-
2
-
-
4
-
-
96
-
-
64
-
-
37
-
-
64
-
-
32
-
-
185.28
-
-
47.46
-
-
625.29
-
-
417.9
-
-
149.1
-
-
243.12
-
-
69.75
-
-
20.88
-
-
31.46
-
-
1546.88
-
-
1054.91
-
-
558.63
-
-
18
-
-
1605.63
-
-
1.48
-
-
0.87 -0.89 gk/ltr and viscosity 70-160 cps. over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc. and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be: Joint strengthin longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of memrane not less than 150°C cold fiexibility shall be upto - 2°C when tested in accordance with ASTM D- 5147. The laying of mebrance shall be got done through the authorised applicator of the manufacture of membrane.
416.66
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-
P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : Coloured wall hung type
21
-
-
8
-
-
4
-
-
8
-
-
9.12
-
-
40
-
-
172.5
-
-
25
-
-
36
-
-
44
-
-
11
-
-
15
-
-
20
-
-
30
-
-
30
-
-
30
-
-
100
-
-
80
-
-
10
-
-
20
-
-
125
-
-
65
-
-
35
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-
Charge. CONCEALED WORK including cutting chases and making good the walls etc., 16 Pipe, 16 mm OD
28
-
-
22
-
-
22
-
-
55.2
-
-
23
-
-
23
-
-
8
-
-
21
-
-
21
-
-
21
-
-
21
-
-
21
-
-
21
-
-
30
-
-
1
-
-
4
-
-
4
-
-
2
-
-
6000
-
-
112.08
-
-
23.4
-
-
4.86
-
-
382.43
-
-
3
-
-
64
-
-
113.85
-
-
124.99
-
-
27.11
-
-
102.42
-
-
25.61
-
-
20.94
-
-
25.31
-
-
6.25
-
-
86.75
-
-
66.73
-
-
89.76
-
-
5
-
-
20
-
-
100
-
-
G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge.
42
-
-
2
-
-
42
-
-
28.94
-
-
1
-
-
0.62
-
-
82.08
-
-
33.63
-
-
14.7
-
-
14.7
-
-
14.7
-
-
10000
-
-
harvesting pipe and filter.
10
-
-
305
-
-
INTERNAL WORK - EXPOSED ON WALL
160
-
-
270
-
-
80
-
-
8
-
-
2
-
-
2
-
-
2
-
-
10
-
-
15
-
-
3.75
-
-
1.88
-
-
75
-
-
75
-
-
75
-
-
16.88
-
-
16.88
-
-
75
-
-
50
-
-
50
-
-
50
-
-
75
-
-
6
-
-
RCC socket & spigot pipes with rubber
gasket joint including testing of joints.
60
-
-
(NP3) RCC socket & spigot pipes with rubber
gasket joint including testing of joints.
60
-
-
45124
-
-
4182387
-
-
124938
-
-
692514
-
-
2343008
-
-
Note: submersible Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 3HP TREE PHASE
2
-
-
2
-
-
300
-
-
4
-
-
2
-
-
a) Phase indicating lamps with fuses and toggle switches 1 set
b) 10/12.5/15 HP 3 phase automatic Star-delta starter with over load and no volt relay 1 No
c) 32 A
2
-
-
2
-
-
2
-
-
197.75
-
-
342.3
-
-
197.75
-
-
sand or other granular materials passing through 5.6
mm sieve as per clause 2904.
29.7
-
-
from Borrow Pits/Borrow Area
Construction of embankment with approved
material/selected soil having C.B.R. > 5 (unless specified
otherwise in the contract) obtained from borrow
pits/borrow area with all lifts and leads, transporting to
site, spreading, grading to required slope and compacting
to meet requirement of table 300-2.
547.28
-
-
17.33
-
-
528.93
-
-
192.5
-
-
Excavation for roadway in soil using mechanical means
including loading in tipper for carrying of cut earth to
embankment site and unloading with all leads & lifts as
per relevant clauses of section 300.
528.93
-
-
Removal of Unserviceable Soil and Disposal with all
leads including loading and unloading.
424.48
-
-
167.53
-
-
blocks of required compressive strength with approved
size, Shape/ pattern over coarse sand bed of thickness 30
+/- 5 mm and _ joints filled with fine sand including
leveling with surface vibrator, temping and sweeping etc.
complete as per IRC-SP-63. 80mm thick precast interlocking concrete block of
C.C. M-40 grade on Area of Light Traffic/ residential
streets
45.96
-
-
Construction of cement concrete kerb with top and
bottom width 115 and 165 mm respectively, 250 mm
high in PCC M20 grade on PCC M15 grade foundation
150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb concrete to be laid with kerb
casting machine, foundation concrete laid manually, all
complete as per clause 409.
354
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-
Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation
150 mm thick, kerb channel 300 mm wide, 50 mm thick
in PCC M20 grade, sloped towards the kerb, kerb stone
with channel laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 409.
236.5
-
-
retro- reflectrorized sign Digitally Printed over
reflectrorized sheeting of required grade confirming to
ASTM D 4956 including covering with transparent
month and year of installation, project details and other
details along with QR code as detailed in clause 13.2 and
Annexure-VII of IRC:67-2022 shall be printed on back
side of the sign board.)
25
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-
filling the surface with synthetic enamel paint in all
shades on new plastered concrete surfaces)
640.85
-
-
Compound with Reflectorizing Glass Beads on
Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35-1997. The finished surface to be
level, uniform and free from streaks and holes.
88.09
-
-
Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to
be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,
finishing and curing as per clause 601.
111.39
-
-
191.97
-
-
213.3
-
-
50
-
-
50
-
-
50
-
-
5
-
-
5
-
-
1
-
-
3
-
-
100
-
-
100
-
-
649938
-
-
1682
-
-
1250
-
-
FIXING CJ13 DURING CASTING:
PRESSURE GROUTING AFTER CASTING:
Approximate quantity : (25+25+50+50)X 3 Const. Joints
450
-
-
1741.01
-
-
12
-
-
12
-
-
10
-
-
10
-
-
10
-
-
10
-
-
accomodating flow rate of 110 M3/hr @ 35m3 /hr/m2 complete with lid in polyester resin and fibre glass for media charging, 2 no. pressure Gauges and associated tubing, manual air release valve, purge cap for sand discharge and 140 PVC flanged connection for inlet
3
-
-
3
-
-
21750
-
-
3
-
-
1
-
-
Evaluation Notes How It Works ?
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