Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Feb 2020
Closing Date24 Feb 2020
Tender Amount₹ 14,35,062
Costs
EMD
₹ 12,479Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_8235_1Bid Award Id
ViewTender No
56/EE/DWS/BLG/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
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B. For G.I / C.I. / D.I. pipes in new works-
In all kinds of soil-
-
-
-
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i. For pipes not exceeding 90 mm dia
100
-
57.9
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ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
30
-
77.1
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Providing and fitting, fixing PVC Flexible pipe (conforming to IS : 7634) complete as per specification and direction of the Engineer-in-charge (cost of earth work and fittings will be paid seperately).
A) 15 mm dia
300
-
38.3
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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 in/c testing of joints complete (but excluding the cost of specials like bend, tees, etc. which will be paid seperately ) as per CPWD specification and direction of the Engineer-in-charge.
A. Class-3 (working pressure 6.0 kg/cm2)
-
-
-
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(i) 40 mm dia
200
-
68.9
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(ii) 50 mm dia.
300
-
88.5
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(iii) 90 mm OD
500
-
166.2
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(iv) 110 mm dia.
200
-
238.8
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v).140mm dia OD
100
-
396.5
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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 80 mm dia
50
-
247.8
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ii. 100 mm dia
5
-
253
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iii. 125 mm dia
5
-
257.5
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iv. 150 mm dia
5
-
261.4
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v. 200 mm dia
5
-
285.7
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vi. 250 mm dia
5
-
308.1
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vii. 300 mm dia
5
-
327
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Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 80 mm dia
150
-
65
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ii. 100 mm dia
10
-
72.3
... More
iii. 125 mm dia
10
-
90.7
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iv. 150 mm dia
10
-
103.7
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v. 200 mm dia
10
-
138
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vi. 250 mm dia
10
-
181
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vii. 300 mm dia
10
-
226.6
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Charges for push on (Tyton) joints centrifugally (spun) cast iron pipes or ductile iron pipes in/c testing of joints and in/c the cost of rubber gasket as per chapter-20 of CPWD specification and direction of the Engineer-in-charge. (i).150mm dia
60
-
45.9
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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 in/c boring and tapping the main as per chapter-20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
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a. 10 mm nominal bore
50
-
294.3
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Cutting water bound macadam road (25 cm av.depth) and making good the same in/c supply of extra quantities of aggregate and binding material required.(a) Brick Jhama aggregate
80.64
-
76.1
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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 part 8/9/10/11/12/13 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) 90 mm dia
30
-
223.5
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ii). 110 mm dia
30
-
276.8
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iii) 140 mm dia
30
-
362
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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 in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge
-
-
-
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i) 90 mm dia
21
-
104.2
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ii). 110 mm dia
21
-
125.7
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iii) 140 mm dia
21
-
186.5
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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 seperately) as per CPWD specification and direction of the Engineer-in-charge
-
-
-
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i. 150 mm dia (A.PN-1.6)
5
-
7354
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ii. 200 mm dia (A.PN-1.6)
5
-
12321.4
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iii. 250 mm dia (A.PN-1.6)
5
-
18951
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iv. 300 mm dia (A.PN-1.6)
5
-
24237.3
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Providing and fitting fixing of brass full way valve with handle in the G.I. Pipe line in/c cutting, threading etc. complete as per Chapter-20 of CPWD Specification and direction of the Engineer-in-charge
-
-
-
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i).15mm dia
33
-
264.6
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ii).20mm dia
33
-
355.2
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Providing and laying in position reinforced cement concrete of specified grade but excluding the cost of centering, shuttering, finishing and reinforcement, all work up to plinth level: i).1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)
3
-
7015.5
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Reinforcement for RCC works including straightening, cutting, bending, placing in position & binding all complete upto floor five level.
-
-
-
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(i). TMT bars./ cold twisted deformed steel bars.
386.9
-
59.7
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12mm Cement plaster of mix (i). Cement mortar 1:4 (1 cement: 4 fine sand )
78.4
-
150.5
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Net cement punning
100
-
44.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level: i. 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
4.78
-
6415.75
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Providing, fixing and laying fabricated UPVC equal tees conforming to IS : 10124 (Part-5) with solvent cement conforming to IS :14182 in/c 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
20
-
171.2
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ii) 50 x 50 mm dia
20
-
194.9
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iii) 90 x 90 mm dia
20
-
266.3
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iv) 110 x 110 mm dia
20
-
444.7
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v) 140 x 140 mm dia
20
-
638.1
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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
20
-
123.4
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ii. 110 x 90 mm dia
20
-
244.5
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iii. 140 x 110 mm dia
20
-
330.2
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iv. 140 x 90 mm dia
20
-
303.6
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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 (Part-6) with solvent cement conforming to IS : 14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge
-
-
-
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i. 90 mm dia
15
-
292.1
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ii. 110 mm dia
15
-
399.7
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iii. 140 mm dia
15
-
547.6
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Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
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100 mm dia
5
-
445
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125 mm dia
5
-
456.7
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150 mm dia
5
-
468.4
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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler and solvent cement etc. including necessary earth excavation, 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. complete as per specification and direction of the Engineer-in-charge
-
-
-
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i. 90 mm dia.
100
-
317
... More
ii. 110 mm dia.
100
-
350.6
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iii. 140 mm dia.
100
-
384.9
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Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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. 90 mm dia.
26
-
138.7
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ii. 110 mm dia.
26
-
180.2
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iii. 140 mm dia.
26
-
243.4
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Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge.
-
-
-
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i. 15 mm dia.
20
-
67.5
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ii. 20 mm dia.
20
-
87.3
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Providing and fixing G.I. Reducer with the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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1) 20 x 15 mm dia
2
-
69.9
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2) 25 x 15 mm dia
2
-
75.5
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3) 25 x 20 mm dia
2
-
76.8
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4) 32 x 15 mm dia
2
-
92.5
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5) 40 X 15 mm dia
2
-
106.6
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6) 40 x 20 mm dia
2
-
107.8
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7) 50 x 15 mm dia
2
-
148.9
... More
8) 50 x 20 mm dia
2
-
150.3
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9) 50 x 40 mm dia
2
-
152.5
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10) 80 x 40 mm dia
2
-
283.2
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11) 80 x 50 mm dia
2
-
284.3
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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
26
-
71.9
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ii. 20 mm dia.
26
-
85.4
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iii. 25 mm dia
26
-
103.5
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v. 40 mm dia
26
-
173.8
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vi. 50 mm dia
26
-
244.1
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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
26
-
46.2
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ii. 20 mm dia.
26
-
52.2
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iii. 25 mm dia
26
-
59.3
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iv. 40 mm dia
26
-
91.2
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v. 50 mm dia
26
-
119.5
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Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge.
-
-
-
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i. 15 mm dia 75 mm long
26
-
55.3
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ii. 15 mm dia 150 mm long
26
-
57.1
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iii. 20 mm dia 75 mm long
26
-
64.1
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iv. 20 mm dia 150 mm long
26
-
65.7
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v. 25 mm dia 75 mm long
26
-
72.8
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vi. 25 mm dia 150 mm long
26
-
74.5
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Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with G.I. fittings in/c trenching and refilling, cutting and making good the walls etc. complete as per CPWD Specification and direction of the Engineer-in-charge. (a). External work.
-
-
-
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i. 15 mm dia. nominal bore
150
-
153.8
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ii. 20 mm dia. nominal bore
150
-
186.4
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iii. 40 mm dia. nominal bore
50
-
341.4
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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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1) 15 mm dia
5
-
168.6
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2) 20 mm dia
5
-
220.8
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3) 25 mm dia
5
-
273.1
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4) 40 mm dia
5
-
377.5
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5) 50 mm dia
5
-
421.1
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Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification and direction of the Engineer-in-charge
-
-
-
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i. 10 mm dia nominal bore
50
-
142.3
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ii. 15 mm dia nominal bore
50
-
155.1
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Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i. 80 mm dia
5
-
40.2
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ii. 100 mm dia
5
-
53.5
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iii. 125 mm dia
5
-
73.6
... More
iv. 150 mm dia
5
-
100.4
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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i. 80 mm dia
5
-
40.2
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ii. 100 mm dia
5
-
53.5
... More
iii. 125 mm dia
5
-
73.6
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iv. 150 mm dia
5
-
100.4
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Providing and fixing C.I. Bib cock (long handle) as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
... More
i. 15 mm dia
65
-
86.2
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Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI / pipesetc. Of required dia complete as per CPWD specification and the direction of the Engineer-in-charge.
B. by manual means
195
-
274.5
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Labour charge for dismantling and fitting fixing of various dia C.I. sluice valve (with cap) on the line in/c gland pocking, nuts and bolts and rubber insertion etc complete as per direction of the Engineer-in-charge (80 mm to 500 mm dia).
30
-
255
... More
Providing lead chaulked joints to spun iron or C.I. Pipes and specials in/c testing of joints but ex/c the cost of pig lead as per CPWD Specification and direction of the Engineer-in-charge
-
-
-
... More
i) 80 mm dia
5
-
153.4
... More
ii) 100 mm dia
8
-
167.5
... More
iii) 125mm dia.
5
-
245.6
... More
iv) 150mm dia.
10
-
250.5
... More
Washing and removal of deposited iron sludge and any other foreign materials from inside the existing water distribution pipeline (PVC) using UPVC coil pipe ( washing rod fitted with iron brush in/c excavation trenches upto required depth with cutting of CI/DI/GI pipes at a length of every 55 meters interval or post thereof and jointing of pipes and special as required refilling trenches with available excavated earth etc. complete as per direction of Engineer-in-Charge.
-
-
-
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i. 90 mm dia. = 130.00 m
130
-
4.44
... More
i. 110 mm dia. = 130.00 m
130
-
4.79
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i. 140 mm dia. = 130.00 m
130
-
5.18
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