Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Nov 2023
Closing DateCancelled
Tender Amount₹ 33,36,593
Costs
EMD
₹ 66,732Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_44324_1Bid Award Id
ViewTender No
90/DNIeT/EE/DWS/JRN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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i) 150 mm dia./ PN - 1.6
10
82386
8238.6
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iii) 90 mm OD
700
189980
271.4
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i) 50 x 40 mm dia
25
4300
172
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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) For pipes not exceeding 90 mm dia
4750
416100
87.6
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v) 140 mm dia with 15 mm dia opening
10
5897
589.7
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i) 40 mm dia
70
11270
161
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i) 15 mm dia. nominal bore
850
215900
254
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v) 140 mm OD
100
61280
612.8
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v) 140 mm dia
5
2334
466.8
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Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means
200
123860
619.3
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iv) 110 mm dia with 15 mm dia opening
20
10564
528.2
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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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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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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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-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth level
-
-
-
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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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iv) 110 mm OD
400
148840
372.1
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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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ii) 50 mm dia
50
9500
190
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iii) 140 x 110 mm dia
3
1280
426.8
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i) 40 mm dia
40
3844
96.1
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ii) 100 mm dia.
10
21478
2147.8
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Providing and fitting fixing CI bib cock (long handle) as per specification & direction of the Engineer-in-charge.
-
-
-
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i) 15 mm dia PVC /plastic bib cock
850
93840
110.4
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iv) 140 x 140 mm dia
2
1636
818
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iii) 90 mm dia
20
5974
298.7
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Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including 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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-
-
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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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iii) 80 mm dia / PN - 1.6
5
21599
4319.7
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ii) 50 mm OD
1550
174840
112.8
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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 Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)
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-
-
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i) 50 x 50 mm dia
12
3150
262.5
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i) 15 mm dia
850
66810
78.6
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i ) Upto 300 mm dia.
0.1
23857
238571
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iii) 110 x 110 mm dia
2
1161
580.4
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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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-
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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.
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-
-
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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
500
53200
106.4
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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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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.
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-
-
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iii) 90 mm dia with 15 mm dia opening
80
35816
447.7
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i) 15 mm dia
4250
243525
57.3
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ii) 50 mm dia
25
2550
102
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i) 10 mm nominal bore
850
304640
358.4
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i) 40 mm dia with 15 mm dia opening
440
159588
362.7
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i) 40 mm OD
2500
224500
89.8
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iii) 90 mm dia
7
1041
148.7
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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)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. All kind of Soils
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-
-
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ii) 90 x 90 mm dia
8
2818
352.2
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ii) 110 x 90 mm dia
20
6422
321.1
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ii) 100 mm dia / PN - 1.6
8
44489
5561.1
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i) 15 mm dia 150 mm long
850
58310
68.6
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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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-
-
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i) 15 mm dia
850
111350
131
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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
1700
178160
104.8
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