Public Works Department Tender
Public Works Department - PWD Tender
Costs
EMD
₹ 45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Contact
Tender Id
162614Tender No
162614Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
BOQ Items
206.538
-
-
34.02
-
-
20
-
-
34
-
-
52
-
-
150.562
-
-
unserviceable material within 50 metre lead.
4.5
-
-
42.199
-
-
8
-
-
8
-
-
39.6
-
-
130.943
-
-
22.952
-
-
26.224
-
-
i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.
ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of
pipes and masonry with polymer mixed slurry.
156.915
-
-
7.2
-
-
28.949
-
-
82.71
-
-
104.202
-
-
152.26
-
-
10
-
-
64.96
-
-
601.96
-
-
3200
-
-
67.5
-
-
33.39
-
-
25.65
-
-
28.8
-
-
36
-
-
1530
-
-
3172.58
-
-
3172.58
-
-
2047.06
-
-
120
-
-
244.05
-
-
10
-
-
6
-
-
6
-
-
6
-
-
6
-
-
3
-
-
5
-
-
6
-
-
5
-
-
3
-
-
5
-
-
5
-
-
5
-
-
5
-
-
10
-
-
5
-
-
7
-
-
6
-
-
4
-
-
5
-
-
382
-
-
31.5
-
-
26.325
-
-
proportion recommended by the manufacturer.
546.625
-
-
535
-
-
Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape
wherever required.
425
-
-
80
-
-
85
-
-
67.28
-
-
194.88
-
-
18
-
-
CONCEALED WORK including cutting chases and making good the walls etc., 15 mm nominal outer dia .Pipes.
115
-
-
125
-
-
120
-
-
140
-
-
5
-
-
5
-
-
3
-
-
15
-
-
44
-
-
130
-
-
231.45
-
-
121.8
-
-
12.785
-
-
2760
-
-
1338
-
-
161.28
-
-
1338
-
-
31.7
-
-
28
-
-
26
-
-
56
-
-
25
-
-
26
-
-
9.6
-
-
181.8
-
-
3078.8
-
-
285.733
-
-
287.2
-
-
provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
360
-
-
15.75
-
-
4
-
-
14
-
-
30
-
-
105
-
-
55
-
-
25
-
-
125
-
-
95
-
-
95
-
-
80
-
-
35
-
-
30
-
-
5
-
-
33
-
-
65
-
-
35
-
-
40
-
-
20
-
-
20
-
-
20
-
-
19
-
-
15
-
-
10
-
-
6000
-
-
24
-
-
and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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 : Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or
two inlets :
10
-
-
15
-
-
burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse
sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick finished with a floating coat of neat cement complete as per standard design
5
-
-
burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse
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 cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design
5
-
-
8
-
-
Evaluation Notes How It Works ?
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