Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date30 Apr 2025
Closing Date13 May 2025
Tender Amount₹ 21,90,724
Costs
EMD
₹ 43,814Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Shifting Of Existing Dws Pipe Lines Under Dws Subdivision No-iv Jogendranagar During The Year 2024 25 (deposit Work)
Description
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Contact
Tender Id
2025_Urban_60843_1Tender No
02/EE/DWS-I/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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BOQ Items
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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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(i) 90 mm dia
400
271
108560
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(ii)110 mm dia
704
372
261958
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Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides ramming of bottoms depth up to 1500 mm(slope -1 in 200) in/c getting out the excavated soil and back filling 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 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
1550
87
135780
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(ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1760
106
187264
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Providing and fixing Moulded UPVC end cap conforming to IS: 7834 (Part-8) complete as per CPWD Specification and direction of the Engineer-in-Charge.
-
-
-
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(i) 90 mm dia
12
229
2755
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(ii) 110 mm dia
14
267
3751
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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
12
298
3584
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ii) 110 mm dia
15
356
5346
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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) 90 x 90 mm dia
12
352
4226
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ii) 110 x 110 mm dia
10
580
5804
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
194.4
231
45023
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
109.35
161
17638
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Filling in Foundation Trenches as per drawing and MoRD technical specification Clause 305.3.9, 1200.
i) Sand Filling
48.6
1168
56765
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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 the direction of the Engineer-in-charge.
A. by manual means
600
619
371580
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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
a) 10 mm dia nominal bore.
200
358
71680
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the of the Engineer-in-Charge.
-
-
-
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(a) 15 mm dia
1150
57
65895
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(a) 32 mm dia
870
83
72471
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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. i. 15 mm dia
200
104
20960
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. (a) 15 mm dia
200
78
15720
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. (a) 15 mm dia
200
131
26200
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Providing and fixing G.I. Nipple of mediumclass as per CPWD specification and direction of the Engineer-in-charge.
(i)15mm dia 150 mm long
400
68
27440
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