Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Maintenance And Repair Of Pipe Line Within The Jurisdiction Area Of Dws Sub-division-iv Jogendranagar During The Year 2025 26 Repairing And Maintenance Of Pipe Line Leakage Block Washing And Some Other Allied Works At Aralia And Kashipur Zone in West Tripura, Tripura, with an estimated contract value of Rs. 11,35,591. The bid opening date for this tender is 21-05-2025 and the last date for bid submission is 10-05-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 May 2025
Closing Date10 May 2025
Tender Amount₹ 11,35,591
Costs
EMD
₹ 22,712Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance And Repair Of Pipe Line Within The Jurisdiction Area Of Dws Sub-division-iv Jogendranagar During The Year 2025 26 Repairing And Maintenance Of Pipe Line Leakage Block Washing And Some Other Allied Works At Aralia And Kashipur Zone
Description
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Contact
Tender Id
2025_Urban_61759_1Tender No
03/EE/DWS-I/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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(ii) 140mm OD
92
689
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Removal of blockage after earth excavation from existing distribution pipe line of all diameter as well as washing by inserting cutter fitted to the 40/25 mm dia UPVC coil pipe up to the length of 30.00m and both side by cutting of pipe at any depth including necessary dewatering when ever required and refilling the excavated soil properly complete as per direction of the Engineer-in-charge. (Bituminous road cutting, C.I. specials, PVC coupler laying of pipe line, lead joint will be paid separately but PVC coil 40/25mm dia will be supplied by the agency.)
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a) For D.I/C.I / G.I pipe
6
604
-
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b) For PVC/HDPE pipe
284
446
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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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-
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(i) 90 mm dia
216
212
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(ii)110 mm dia
68
273
-
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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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-
-
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(i) 90 mm dia
12
229
-
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(ii) 110 mm dia
8
267
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Providing and fi xing C.I. sluice valves (with cap) completewith 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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i) 80 mm dia
a) PN - 1.6
1
4319
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ii) 100 mm dia
a) PN - 1.6
1
5561
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Providing and fitting fixing of D.I mechanical joint (J.P coupling) in/c rubber washer and nut botls as per direction of the Engineer-in-charge.
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-
-
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i) 200 mm dia
1
3940
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ii) 150 mm dia
6
3015
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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
84.672
231
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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.
52.416
161
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Filling in Foundation Trenches as per drawing and MoRD technical specification Clause 305.3.9, 1200.
i) Sand Filling
32.256
1168
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Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
18
579
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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
18
271
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(ii)110 mm dia
18
372
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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
320
87
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(ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
18
106
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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
118
619
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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.
90
358
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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
290
57
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(a) 32 mm dia
120
83
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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
90
104
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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
90
78
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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
90
131
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Providing fixing and laying flanged fabricated UPVC tail Piece conforming to IS 10124 (Part-6) with G.I. Flange (8 mm thick) 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
6
421
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(ii)140 mm dia
6
552
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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
90
68
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Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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 OD
96
26
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ii) 110 mm OD
30
32
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Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-
i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2
1436
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
2
10742
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