Public Works Department Tender
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Costs
EMD
₹ 96,765Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_746475_1Tender No
150/EE-KLP/PWD(DWS)/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
54.4
602774
11080.4
... More
Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with timber planks
464
267774
577.1
... More
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3896
404794
103.9
... More
12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
896
200883
224.2
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Neat cement punning.
896
50893
56.8
... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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ii. 15 mm dia 75 mm long
400
25640
64.1
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ii. 15 mm dia 150 mm long
400
27440
68.6
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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 15 mm dia
800
83840
104.8
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viii. 80 mm dia
6
11919
1986.5
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ix. 100 mm dia
6
12887
2147.8
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xi. 100 mm dia
6
14849
2474.9
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 15 mm dia
800
62880
78.6
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 15 mm dia
800
104800
131
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v. 40 mm dia
20
7742
387.1
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vi. 50 mm dia
20
9810
490.5
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earthwork as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately)
-
-
-
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i. 15 mm dia
2400
137520
57.3
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Providing & fixing G.I. pipes medium class as per IS :1239 with latest amendment complete with G.I. fitting including trenching & refilling, cutting & making good the walls etc.complete as per CPWD specification & direction of the Engineer-in -charge.
A. External Work.
-
-
-
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i. 15 mm dia. Nominal bore.
600
152400
254
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i. 40 mm dia. Nominal bore.
250
137275
549.1
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viii. 80 mm dia. Nominal bore.
42
42920
1021.9
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ix. 100 mm dia. Nominal bore.
36
52790
1466.4
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x. 150 mm dia. Nominal bore.
24
46356
1931.5
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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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v. 40 mm dia
10
4704
470.4
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vi. 50 mm dia
10
5242
524.2
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vii. 63 mm dia
5
3054
610.8
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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. (i) 10mm nominal bore
400
143360
358.4
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Making road crossing by horizontal boring for smooth laying of UPVC/ CI /DI /GI /pipes etc. of required dia complete as per specification and direction of the Engineer- in charge. (A) By manual means
200
123860
619.3
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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. (PN-1) .
-
-
-
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i) 80 mm dia.
2
8550
4274.9
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i) 100 mm dia.
2
10133
5066.7
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i) 125 mm dia.
2
10853
5426.3
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iii) 150 mm dia
2
14790
7395.1
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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock
400
47760
119.4
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Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work. a) In all Kinds of Soil.
-
-
-
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(i) For pipes not exceeding 90 mm dia
6800
595680
87.6
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ii) For pipes exceeding 90 mm dia but not exceeding 300mm dia.
1000
106400
106.4
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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engg - in - charge. Class-3 (working pressure 6kg/cm2)
-
-
-
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(i) 40mm OD
1000
89800
89.8
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(ii) 50mm OD
1000
112800
112.8
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(iii) 63 mm OD
1000
140600
140.6
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(iv) 90mm OD
1000
271400
271.4
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(v) 110mm OD
500
186050
372.1
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(vi) 140mm OD
500
306400
612.8
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providing,fixing & laying fabricated UPVC bend of reqd. degee confirming to IS 14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge.
-
-
-
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i. 40 mm dia.
7
1127
161
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ii. 50 mm dia.
7
1330
190
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iii. 63 mm dia.
7
1474
210.5
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v. 90 mm dia.
10
2987
298.7
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vi. 110 mm dia.
12
4277
356.4
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vii. 140 mm dia.
12
5602
466.8
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Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 40 mm dia.
6
577
96.1
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ii. 50 mm dia.
5
510
102
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iii. 63 mm dia.
8
888
111
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v. 90 mm dia.
10
1487
148.7
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vi. 110 mm dia.
6
1048
174.6
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vii. 140 mm dia.
6
1502
250.4
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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
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i. 40 x 40 mm dia
5
1160
232
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ii. 50 x 50 mm dia
5
1313
262.5
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iii. 63 x 63 mm dia
5
1459
291.8
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v. 90 x 90 mm dia
5
1761
352.2
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vi. 110 x 110 mm dia
5
2902
580.4
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vii. 140 x 140 mm dia
5
4090
818
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Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 50 x 40 mm dia
5
860
172
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ii. 63 x 50 mm dia
5
1006
201.1
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v. 110 x 90 mm dia
5
1606
321.1
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vi. 140 x 110 mm dia
5
2134
426.8
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vii. 140 x 90 mm dia
5
1979
395.7
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providing,fixing & laying fabricated UPVC tail piece with MS flange(8mm thick)of reqd. degee confirming to IS 14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge.
-
-
-
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v) 90 mm dia
10
3809
380.9
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vi)110 mm dia
10
5151
515.1
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vii)140 mm dia
10
6976
697.6
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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vii. 40 x 15 mm dia
20
3384
169.2
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x. 50 x 15 mm dia
20
4542
227.1
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xxii. 80 x 40 mm dia
5
2008
401.6
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xxviii. 100 x 80 mm dia
5
2873
574.6
... More
xxxiv. 150 x 80 mm dia
5
4133
826.6
... More
xxxv. 150 x 100 mm dia
5
4141
828.1
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Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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vii. 40 x 40 x 15 mm dia
6
1517
252.9
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x. 50 x 50 x 15 mm dia
6
2045
340.8
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xxii. 80 x 80 x 40 mm dia
6
4453
742.1
... More
xxviii. 100 x 100 x 80 mm dia
6
6820
1136.6
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xxxii. 150 x 150 x 100 mm dia
6
8557
1426.1
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