Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Mar 2022
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 90,118Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEDWS_27448_1Bid Award Id
ViewTender No
362/EE/DWS/BLG/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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Providing & lowering of UPVC pipe as per IS 12818 after washing of the bore hole by manual means, disposal of the bore hole by manual means as per specification and direction of the Engineer-in-charge. (A) CM casing pipes
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-
-
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125 mm dia
439.2
-
766
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100mm dia
329.4
-
486.2
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B). "RS" pipe (i). 100mm dia
439.2
-
762.5
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Washing and developing of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.
1207.8
-
35.5
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Providing fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer in charge. (i).125X100mm dia
12
-
809.7
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Providing fixing of UPVC end cap / well suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer in charge. (i).100mdia
12
-
449.5
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Providing and shrouding of deep tube well assembly with washed pea gravels (2.0 - 4.75 mmeffective size) as per specification(IS:4097) and direction of the Engineer - in - charge. With Contractor's rig
1) Pea gravels obtained from Durgapur, West Bengal.
45.48
-
12139.2
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Providing earthing with perforated 40mm dia G.I. Pipe (Medium class) (12mm dia perforation), laying of 40mm dia G.I. Wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with salt and charcoal / coke in alternate layers of 300 mm, as per standard specification and direction of the Engineer-in-charge. i) For single phase connection with 2.50 mtr. Long G.I.pipe
12
-
11940.6
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Providing and fixing of housing clamp ( made with12mmthick MS sheet ) along with well cap (made with 10 mmthick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. (i).125mm dia
12
-
2860.1
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Supplying and fitting fixing of submersible pump of 2000/3000 GPH capacity, 60 mtr. Head with motor of required capacity single phase in/c 40 mm dia 30.00 mtr. Heavy duty G.I. Pump assembly and reducing socket, delivery band 90 degree non-return valve and fitting etc. as per direction of the Engineer-in-charge.
12
-
23980
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Supplying & fitting of panel box of MS sheet with locking arrangement comprises with starter, main switch, busier ammeter, Volt meter, , selector Switch etc. inside the box including service connection within 50.00 mtr. length from L.T line with roof for rain water protection and 4 (four) Nos. stand by R.C.C work in all respect as per direction of the Engineer - in - charge.
12
-
4500
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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
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-
-
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i).For pipes not exceeding 90mm dia
8820
-
65.3
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Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in -charge. (i).50mm nominal bore
12
-
2888.8
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Providing & fitting fixing of brass full way valve with handle in the GI pipe line in/c cutting, threading etc. complete as per chapter 20 of CPWD specification & direction of the Engineer - In - Charge.
-
-
-
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i) 40 mm dia
24
-
703.8
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ii) 50 mm dia
24
-
880.5
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Providing & fixing of GI union as per CPWD specification and direction of Engineer in charge.
-
-
-
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i) 15 mm dia
180
-
98.5
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ii) 50 mm dia
36
-
383.4
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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 separately) as per CPWD specification and direction of the Engineer - in- charge.
A) Class-3 (working pressure 6.00 kg/cm²)
-
-
-
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i) 40 mm OD
3600
-
72.8
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ii) 50 mm OD
4320
-
92.5
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Providing and laying of flexible PVC Pipes (Conforming to IS:7634) complete as per specification and direction of the Engineer-In-Charge. ( Cost of earthwork and fitting will be paid separately)
a) 15 mm dia
900
-
42.7
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Providing and fitting fixing of GI nipple of medium class as per CPWD specification and direction of the Engineer-In-charge. a) 15 mm dia 150 mm long
36
-
54.4
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b).15mm dia 75 mm long
180
-
50.2
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Providing and fixing G.I. socket as per CPWD specification
and direction of the Engineer - in - charge. (i).15 mm dia
180
-
68.8
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Providing and fixing brass ferrule with CI cover conforming to IS 2692 in/c boring and taping the main as per CPWD specification and direction of the Engineer-In-charge. i) 10 mm nominal bore
180
-
296.3
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Providing and fixing GI Bend/ Elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in- charge. (a) 15 mm dia
360
-
90.2
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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. (i).40mm dia
12
-
82
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(ii).50mm dia
12
-
86.8
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Providing, fixing & 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 in/c testing of joints complete as per CPWD specification and direction of the Engineer-In-charge.
-
-
-
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i) 40 mm dia
36
-
134
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ii) 50 mm dia
36
-
157.5
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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 in/c testing of joints complete as per CPWD specification and direction of the Engineer in charge.
-
-
-
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i) 40X40 mm dia.
36
-
192.9
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ii) 50X50 mm dia
36
-
217.1
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Providing, fixing and laying 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 CPWD specification and direction of the Engineer in charge. (ii).50mm dia
36
-
198
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Providing and fixing G.I. Pipes medium 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. (i).15mm dia nominal bore
180
-
197.5
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ii).40mm dia nominal bore
120
-
432.5
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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. (i).50X40mm dia
48
-
145
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Providing and fitting ,fixing PVC/plastic bib cock conforming ti IS 9763 in hydrant post at different locations as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia PVC/plastic bib cock
180
-
97.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centring andshuttering -
-All work upto plinth level: (i). 1:2:4 (1 cement:2 fine sand:4 graded well burnt brick aggregate of 20mm nominal size)
4.86
-
9306.1
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