Public Works Department Tender
Public Works Department - PWD Tender
Costs
EMD
₹ 90,135Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Contact
Tender Id
166875Tender No
166875Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
BOQ Items
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
443.96
-
-
level for every floor or part thereof in addition to rate for foundation and
plinth: cum 97.50
240.28
-
-
level for every floor or part thereof in addition to rate for foundation and
plinth: cum 97.50
17.01
-
-
3.12.2 Thermo-Mechanically treated bars FE 500D kg 54.50
39923.24
-
-
141.85
-
-
2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
938.83
-
-
555.35
-
-
778.84
-
-
882.34
-
-
25.82
-
-
34.58
-
-
220.44
-
-
270.6
-
-
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
327.41
-
-
204.12
-
-
47.94
-
-
7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)
123.22
-
-
109.3
-
-
masonry. sqm 62.50
124.22
-
-
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed
stone aggregate 20mm nominal size) including form work. cum 4237.00
2.34
-
-
complete.
1479.3
-
-
3.21.2 25mm thick sqm 768.00
15
-
-
14.21
-
-
3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm
nominal size). cum 3552.00
7.18
-
-
22.05
-
-
including applying a priming of red oxide zinc chromate primer.
2898.48
-
-
of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.
9.18.4 Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet. metre 474.00
208
-
-
3252.21
-
-
including applying a priming coat of red oxide zinc chromate primer.
9.35.1 M.S Pipe kg 80.50
88.16
-
-
decorative type core of block board construction with frame of first class
hard wood and well matched teak ply veneering with vertical grains or
cross bands and face veneers on both faces of shutters excluding hinges
8.12.2 35 mm. thick (single leaf) sqm 2005.00
64.21
-
-
45.92
-
-
cromate primer on both side.(MS strip if provided on periphery or as
intermediate member shall be paid extra) Sqm 585.00
10.26
-
-
8.99.1 300x16mm each 77.50
20
-
-
8.99.2 250 x 16 mm each 72.50
11
-
-
necessary iron screws:
8.100.1 300x20x6mm each 53.50
20
-
-
necessary iron screws:
8.100.2 250x20x6mm each 50.50
11
-
-
(Barrel type) with necessary iron screws:
8.102.1 250 mm each 34.50
51
-
-
necessary iron screws:
8.103.1 125 mm each 51.00
102
-
-
eyes with necessary iron screws:
8.104.3 200 mm each 13.00
176
-
-
necessary MS steel screws complete. each 12.50
51
-
-
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
913.74
-
-
junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. sqm 86.00
314.9
-
-
11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
2310.24
-
-
11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
2193.73
-
-
11.32.3 Raised Band metre 3.30
1832.44
-
-
11.32.2 Sunk Bands metre 3.00
3504.8
-
-
155.95
-
-
cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
52.3
-
-
12.9.1 Size 300x300mm
62
-
-
12.7.1 Size upto 200x300mm
261.14
-
-
sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
12.45.1 Granite stone grey/pink sqm 1796.00
27.87
-
-
13.19.2 Granite work metre 172.00
36.8
-
-
and upto 0.50 sqm)
1073.14
-
-
skirting/ dado up to length of 1.0 M.)
177.15
-
-
284.24
-
-
14.9.1 On new work (Two or more coats) sqm 38.00
2990.72
-
-
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
2142.17
-
-
14.22.1 Satin synthetic enamel paint
613.9
-
-
12.3.2 50 mm thick
23.52
-
-
thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
18.76.1 75 mm dia pipe.
30
-
-
thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 110 mm dia pipe.
156
-
-
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.1.1 75 mm
25
-
-
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
50
-
-
Vent covel
18.77.3.2 110 mm
7
-
-
4
-
-
Nahani trap 110x75mm
20
-
-
18.77.2.1 75 mm each 129.00
5
-
-
18.77.2.2 110 mm each 224.00
10
-
-
18.1.3 White Orissa pattern W.C. pan of size 580x440 mm
6
-
-
18.4.1 White pedestal type
4
-
-
18.17.2 White Size 550x400 mm
6
-
-
including painting of brackets, cutting and making good the wall wherever required :
18.23.2 Size 600x450x200mm each 4502.00
4
-
-
4
-
-
squatting plate urinal with an integral rim longitudinal flushing pipe. each 1401.00
4
-
-
18.78.2 110 mm
30
-
-
This includes jointing of pipes & fittings with one step CPVC solven cement and testing of joints complete as per direction of Engineer inCharge.
INTERNAL WORK - EXPOSED ON WALL
19.4.1 15 mm nominal outer dia .Pipes. metre 110.00
15
-
-
This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
INTERNAL WORK - EXPOSED ON WALL
19.4.3 25 mm nominal outer dia .Pipes. metre 199.00
150
-
-
This includes jointing of pipes & fittings with one step CPVC solventcement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
CONCEALED WORK including cutting chases and making good the
walls etc.,
19.5.1 15 mm nominal outer dia .Pipes. metre 133.00
70
-
-
This includes jointing of pipes & fittings with one step CPVC solventcement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
CONCEALED WORK including cutting chases and making good the
walls etc.,
19.5.2 20 mm nominal outer dia .Pipes. metre 167.00
15
-
-
step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
EXTERNAL WORK
19.6.3 25 mm nominal outer dia pipes metre 165.00
40
-
-
step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
EXTERNAL WORK
19.6.5 40 mm nominal outer dia pipes metre 300.00
25
-
-
19.14.1 Bib cock (400 grams) each 382.00
10
-
-
19.14.3 Long body bib cock (500 grams) each 426.00
5
-
-
19.14.4 Piller Cock (400 grams) each 398.00
6
-
-
19.14.5 Two way bib cock (800 grams) each 708.00
2
-
-
19.14.17 Towel ring (150 mm dia) each 254.00
2
-
-
19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) set 774.00
2
-
-
connection pipe set 577.00
2
-
-
12
-
-
including P.V.C. waste fittings complete.
18.25.2 40 mm dia each 88.50
11
-
-
11
-
-
19.13.2 Bib cock (350 grams)
12
-
-
19.13.3 Stop cock(350 grams)
10
-
-
approved quality (screwed end):
19.16.1 25 mm nominal bore each 436.00
4
-
-
approved quality (screwed end):
19.16.3 40 mm nominal bore each 596.00
2
-
-
pipes but without fittings and the base support for tank
5000
-
-
sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cementmortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating
coat of neat cement complete as per standard design : each 754.00
10
-
-
than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
20.29.1 Inside dimensions 450x600 mm and 45 cm deep for single pipe line : each 1530.00
6
-
-
than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
20.29.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or
two inlets : each 1703.00
4
-
-
than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including
reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
20.29.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three
or more inlets : each 2619.00
4
-
-
21.1.1.3 150 mm dia. metre 339.00
30
-
-
21.1.2 Rocky strata including Boulders.
21.1.2.3 150 mm dia. metre 396.00
60
-
-
21.2.2 Rocky strata including Boulders.
21.2.2.3 150 mm dia. metre 424.00
60
-
-
21.5.3 150 mm nominal dia
31
-
-
plate to the top of bore well housing/ casing pipe, removable as per
requirement, all complete for bore well of:
21.11.3 150 mm dia each 217.00
1
-
-
Short Point
27
-
-
39
-
-
130
-
-
32
-
-
Long Point
2
-
-
18
-
-
9
-
-
10
-
-
3 X 1.5 sq. mm in 20mm conduit
275
-
-
794
-
-
589
-
-
245
-
-
Fan regulator (two module size) electronic stepped type moving all rounds
50
-
-
120
-
-
71
-
-
10
-
-
Deluxe
2
-
-
1200 mm sweep
50
-
-
1200 mm sweep
50
-
-
300 mm sweep
6
-
-
12 Watt
71
-
-
18/20 watt {4 feet}
53
-
-
60 watt
9
-
-
Upto 300 mm deep
2
-
-
300 amp (40x5mm)
2
-
-
4 pole MCCB, 125A, Adjustable Thermal - Magnetic Release, 35KA
5
-
-
1
-
-
6 way Double door
5
-
-
6 amps to 32 amps
90
-
-
100 amps
5
-
-
315 amps
1
-
-
315/5 amps
1
-
-
3
-
-
1
-
-
Digital type
1
-
-
6
-
-
120
-
-
9
-
-
3.5 x 50 sq. mm.
100
-
-
3½ X 50 sq. mm (32 mm)
8
-
-
2 X 10 sq. mm (19 mm)
24
-
-
1.5 HP, single phase
1
-
-
32 mm outer dia
96
-
-
32 mm dia.
1
-
-
a) Phase indicating lamps with fuses and toggle switches 1 set
b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No
c) 25 A
1
-
-
1
-
-
1
-
-
3x4.0 sqmm
160
-
-
3x4.0 sqmm
1
-
-
With 3 metre long GI Pipes and 50 kg back filling compound.
1
-
-
1
-
-
1
-
-
90
-
-
30
-
-
10
-
-
80
-
-
1
-
-
43
-
-
With 7/4.00 mm dia G.I. stay wire
1
-
-
1
-
-
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