Public Works Department Tender
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Costs
EMD
₹ 17,655Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_50620_2Bid Award Id
ViewTender No
DNIeT No. 10/EE/DWS/DIVN/UDP/2024-25Tender 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 and laying of flexible PVC Pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer-in-charge.(Cost of fitting will be paid searately.) i) 15 mm dia
300
17190
57.3
... More
ii) 20 mm dia
300
19770
65.9
... More
iii) 25 mm dia
300
22410
74.7
... More
iv) 32 mm dia
300
24990
83.3
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Charges for push-on(tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer-in-charge.
(i) 100 mm dia
10
937
93.7
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ii) 150 mm dia
10
1445
144.5
... More
Providing and fitting fixing brass ferrule with CI cover confoming to IS: 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer-In-Charge. i) 10mm nominal bore.
95
34048
358.4
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Providing and fitting fixing GI union as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.
95
12445
131
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ii) 25 mm dia.
25
5425
217
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iii) 32mm dia.
25
9678
387.1
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Providing and fitting fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia.
95
7467
78.6
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Providing and fitting fixing GI 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.
120
12576
104.8
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ii) 65 mm dia.
8
9784
1223
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iii) 80 mm dia.
8
15892
1986.5
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Providing and fitting fixing GI Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge.
i) 80 x 65 mm dia.
20
8090
404.5
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ii) 100 x 80 mm dia.
15
8619
574.6
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Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i) 25 x 25 x 25 mm dia.
10
2129
212.9
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Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. (i) 25 x 25 x 15 mm dia
10
1780
178
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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. i) By manual means
18
11147
619.3
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Constructing masonry Chamber 90 x 90 x 100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : A. With Second Class bricks
4
81732
20432.9
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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 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
15
2231
148.7
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i ) 90 mm dia
15
4481
298.7
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ii. 110 mm dia
15
5346
356.4
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iii. 140 mm dia
15
7002
466.8
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 90 x 90 mm dia
20
7044
352.2
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ii) 110 x 110 mm dia
20
11608
580.4
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iii) 140 x 140 mm dia
20
16360
818
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 110 X 90 mm dia
20
6422
321.1
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ii) 140 X 110 mm dia
20
8536
426.8
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iii) 160 X 140 mm dia
12
8177
681.4
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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i ) 90 mm dia
20
7618
380.9
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ii) 110 mm dia
20
10302
515.1
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iii) 140 mm dia
18
12557
697.6
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Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 90 mm dia with 15 mm dia opening
30
13431
447.7
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ii) 110 mm dia with 15 mm dia opening
30
15846
528.2
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iii) 140 mm dia with 15 mm dia opening
20
11794
589.7
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Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. A. PN - 1.6
i) 80 mm dia. A. PN - 1.6
2
8639
4319.7
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ii) 100 mm dia. A. PN - 1.6
2
11122
5561.1
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iii) 125 mm dia. A. PN - 1.6
2
13324
6662.1
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iv) 150 mm dia. A. PN - 1.6
2
16477
8238.6
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Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia plastic bib cock.
150
17910
119.4
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Providing and fixing GI pipes of medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specifications and direction of the Engineer-in-charge. A. External work (i) 25 mm dia nominal bore
18
7191
399.5
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