Public Works Department Tender
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Costs
EMD
₹ 6,205Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEDWS_40116_1Bid Award Id
ViewTender No
DNIeT. No. 59/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.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 as per specification and direction of the Engineer - in - charge. i) 150 mm dia
42
44436
1058
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ii) 100 mm dia
6
2917
486.2
... More
B. RS pipe iii) 100 mm dia
42
32025
762.5
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Providing and 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) 150 x 100 mm dia
1
869
869.1
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Providing and fixing of UPVC end cap / well cap Suitable for UPVC 'CM" casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia
1
450
449.5
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Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. iii) 150 mm dia
1
3033
3033.4
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Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in -charge. with pea gravels obtained from Durgapur, West Bengal.
3
36418
12139.2
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Supplying and installation of water lubricated submersible pump having ISI mark of capacity 2000 GPH of total head upto 60mtr.Couple with submersible motor 3 HP suitable for 240voltage(+10% variation single phase 50HP,AC supply DOL starting method to run 2880 RPM along with 35mtr 2.5sqm,PVC insulated 3(Three)core flat copper cables including fitting fixing and lowering with 40mm dia GI pipe upto 100ft.(30.00mtr.)etc complete as per direction of the Engineer-in-charge(cost of 40mm dia. Gland fittings will be paid seperately)
1
34751
34751
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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.50 mm nominal bore
1
2889
2888.8
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Supplying and fitting fixing of KIOSK(Size 450mm x 200mm x 850)fiited with 4 Nos support of 75mm x 75mm (^mm thick) MS angle of embedding with 1:2:4 cement concrete base(size:300mmx300mmx600mm) with proper locking arrangement and coating with anti corrosive paints(both inside and outside)in/c complete in all respect as per direction of the Engineer – in – charge.
1
4901
4900.53
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Providing and fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 plate conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc complete as per direction of the Engineer-in-Charge
1
4408
4407.55
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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. In all kinds of soil i) For pipes not exceeding 90mm dia
310
20243
65.3
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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. i) 15 mm dia. nominal bore
5
988
197.5
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ii) 40 mm dia. nominal bore
50
21625
432.5
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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) i) 40 mm dia
140
10192
72.8
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). i) 15 mm dia
70
2989
42.7
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ii) 20 mm nominal bore
50
2430
48.6
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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
5
2334
466.8
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ii) 40 mm dia
2
750
374.8
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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. i) 10 mm nominal bore
5
1482
296.3
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Providing and fixing G.I. Equal Tee in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 x 15 x 15 mm dia
2
216
107.8
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ii) 20 x 20 x20 mm dia
2
282
141
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iv) 40 x 40 x 40 mm dia
3
729
243.1
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Providing and fixing G.I. Un Equal Tee in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 x 15 mm dia
2
428
214.2
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ii) 40 x 40 x20 mm dia
3
646
215.4
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iv) 20 x 20 x 15 mm dia
3
376
125.4
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Providing and fixing of GI Union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
5
493
98.5
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engieer-in-charge. i) 15 mm dia
5
344
68.8
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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 Engineer -in-charge.
i) 15 mm dia
10
902
90.2
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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)20 x 15 mm dia
2
208
104.1
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40 x 15 mm dia
5
733
146.6
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40 x 20 mm dia
2
296
147.8
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of xcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
5
675
134.9
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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 eposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
7
842
120.3
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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. (i) 15 mm dia
5
439
87.7
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.ii. 15 mm dia 150 mm long
5
272
54.4
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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:1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.5
4653
9306.1
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