Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date31 Mar 2022
Closing Date26 Apr 2022
Tender Amount₹ 13,73,003
Costs
EMD
₹ 27,460Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Repairing Of Pipeline Leakage, Block Washing And Some Other Allied Works At Jogendranagar Zone Under The Jurisdiction Of Dws Sub-division Iv, Jogendranagar, Agartala.
Description
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Contact
Tender Id
2022_CEDWS_27492_1Bid Award Id
ViewTender No
100/EE/DWS-I/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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
18
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604
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b) For PVC/HDPE pipe
376
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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
266
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182.5
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(ii)110 mm dia
110
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235.4
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Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification & direction of the Engineer-in-charge.
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-
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(i) 90 mm dia
260
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253.1
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(ii)110 mm dia
168
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270.4
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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
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181.4
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(ii) 110 mm dia
4
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212.2
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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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-
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i) 200 mm dia
a) PN - 1.6
1
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13015.6
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ii) 150 mm dia
a) PN - 1.6
1
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6967.3
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
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-
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a) D.I. Flanged Socketted tail piece
i) 200 mm dia
1
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3135
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b) D.I. Flanged Spigotted tail piece
i) 200 mm dia
1
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3409.6
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c) D.I. Flanged Socketted tail piece
i) 150 mm dia
1
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1986.1
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d) D.I. Flanged Spigotted tail piece
i) 150 mm dia
1
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2726.5
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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
6
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3940.3
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ii) 150 mm dia
14
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3015.6
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Providing and fitting fixing of PVC Detouchable Joint in/c all necessary fittings as per direction of the Engineer-in-charge.
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i) 90 mm dia
20
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356.6
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ii) 110 mm dia
12
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450
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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
302.4
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169.5
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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.
206.4
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120.3
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Filling in Foundation Trenches as per drawing and MoRD technical specification Clause 305.3.9, 1200.
i) Sand Filling
96
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858.5
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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
174
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220.1
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(ii)110 mm dia
78
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301.7
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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
520
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65.3
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(ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
78
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79.3
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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
112
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466.8
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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
a) 10 mm dia nominal bore.
165
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296.3
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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
340
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42.7
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(a) 32 mm dia
104
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63.1
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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
165
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90.2
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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
165
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68.8
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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
165
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98.5
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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)110 mm dia
4
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420.6
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(ii)140 mm dia
4
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567.4
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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
165
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54.4
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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
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1070.7
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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
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9306.1
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