Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date20 Nov 2024
Closing Soon2 Dec 2024
Tender Amount₹ 8,32,211
Costs
EMD
₹ 16,644Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Pipeline By Repairing Of Leakage Washing Of Existing Pipeline All Other Allied Works In Dtw Schemes In Different Locations Under Bokafa Rd Block Under Dws Sub-division Santirbazar During The Year 2024-25 (gr-ii).
Description
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Contact
Tender Id
2024_CEDWS_54950_1Tender No
57/DNIeT/EE/DWS/BLN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
iii. 140 mm OD
40
689
27564
Charges for fixing C.I. sluice valves with cap complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
B. PN - 1.6 i. 80 mm dia.
4
830
3323
ii. 100 mm dia.
4
1187
4750
iii. 125 mm dia.
6
1316
7900
iv. 150 mm dia.
6
1597
9583
Providing and fixing C.I. sluice valves ( with cap ) complete with 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.
PN:- 1.6 for All S/V
-
-
-
(iii) 80 mm dia.
2
4319
8639
(iv) 100 mm dia.
3
5561
16683
(v) 125 mm dia.
3
6662
19986
(vi) 150 mm dia.
3
8238
24716
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
(v) 90 mm dia.
4
380
1524
(vi) 110 mm dia.
4
515
2060
(vii) 140 mm dia.
6
697
4186
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
(v) 80 mm dia.
4
440
1762
(vi) 100 mm dia.
4
495
1981
(vii) 125 mm dia.
8
583
4664
(vii) 140 mm dia.
8
688
5510
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
iv. 100 mm nominal bore
3
7504
22515
iii. 80 mm nominal bore
1
4200
4201
Clearing of deposit iron inside of laying PVC (90/110/140mm dia ) in/c excavation trenching for 100mtr .Layed pipe line required width and depth after 20mtr distance 3mtr longs in every 100mtr. Clearing through UPVC coil pipe & Laying the some the necessary coupler & solvent cement.etc(Solvent coupler will be issued by the Deptt. at free of Cost)
5000
5
25750
Clearing of deposit iron inside of laid of CI pipeline dia (80/100/125/150mm ) and dismantling old ci pipe in/c trenching for 100mtr. Layed pipe line of required width and depth cutting earth 25mtr distance and 12mtr long s in each 336mtr trenching cutting for every 100mtr pipe iron through PVC coil pipe after clraring , washing laying the same with rubber gasket pipe layed joint as per direction of the Engineer in charge ( Piglead will be isuded by the dept at free of cost but ribberr gusket & other T&P arrange by the Agency
1000
16
16900
Providing and fitting fixing of GI tyton joints coller with rubber gasket fitted with MS flat & M.S squite bars at both ends in/c nuts & bolts washer & painting with anticorrosible black bitamestic paint etc Complete.
150mm dia
4
2040
8161
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.
-
-
-
90 mm dia
20
212
4242
110 mm dia
20
273
5466
140 mm dia
20
362
7256
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 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 90 mm dia
820
87
71832
ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
200
106
21280
B. For G.I. / C.I. / D.I. pipes in new work
ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
150
133
20070
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 meter as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
(ii) 100 mm OD
50
455
22790
(iv) 150 mm OD
100
469
46980
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 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-incharge.
-
-
-
(i) 90 mm OD
120
231
27804
(ii) 110 mm OD
120
254
30588
(iii) 140 mm OD
100
278
27810
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 ement 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)
-
-
-
v. 90 mm dia
100
26
2660
vi.110 mm dia
100
32
3230
vii.140 mm dia
100
41
4130
Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
100 mm dia
50
130
6500
150 mm dia
100
187
18770
Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.
(i) Up to 300 mm dia
0.1
238571
23857
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
v. 90 mm dia
6
148
892
vi.110 mm dia
5
174
873
vii.140 mm dia
4
250
1002
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
(i) 90mm dia
2
298
597
(ii) 110mm dia
2
356
713
(iii) 140mm dia
2
466
934
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
(i) 90 x 90 mm dia
2
352
704
(ii) 110 x 110 mm dia
2
580
1161
(iii) 140 x 140 mm dia
2
818
1636
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) 110 x 90 mm dia
2
321
642
(ii) 140 x 110 mm dia
2
426
854
(iv) 160 x 140 mm dia
2
681
1363
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.
B) By Manual Means
20
619
12386
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 OD
120
57
6876
(iii) 25 mm OD
300
74
22410
(iv) 32 mm OD
300
83
24990
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.
(ii) 15 mm dia nominal bore
5
382
1914
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
15 mm dia PVC /plastic bib cock
5
119
597
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) 90 mm OD
100
271
27140
(i) 110 mm OD
100
372
37210
(i) 140 mm OD
100
612
61280
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