Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date30 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 24,21,291
Costs
EMD
₹ 48,426Document 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 Area Within The Jurisdiction Of Dws Sub-division, Santirbazar During The Year 2024-25.
Description
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Contact
Tender Id
2024_CEDWS_51914_1Bid Award Id
ViewTender No
29/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
27564
689.1
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.
A. PN - 1.6
-
-
-
i. 80 mm dia.
4
3323
830.7
ii. 100 mm dia.
4
4750
1187.5
iii. 125 mm dia.
6
7900
1316.7
iv. 150 mm dia.
6
9583
1597.2
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.
A. PN - 1.6
-
-
-
i) 80 mm dia.
1
4320
4319.7
ii) 100 mm dia.
1
5561
5561.1
iii) 125 mm dia.
1
6662
6662.1
iv) 150 mm dia.
1
8239
8238.6
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.
-
-
-
i) 90 mm dia.
4
1524
380.9
ii) 110 mm dia.
4
2060
515.1
iii) 140 mm dia.
6
4186
697.6
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.
-
-
-
i) 80 mm dia.
4
1762
440.4
ii) 100 mm dia.
4
1981
495.3
iii) 125 mm dia.
8
4664
583
iv) 140 mm dia.
8
5510
688.7
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 100 mm nominal bore
3
22515
7504.9
ii. 80 mm nominal bore
1
4201
4200.9
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
25750
5.15
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
16900
16.9
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
8161
2040.37
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.
-
-
-
i) 90 mm dia
20
4242
212.1
ii) 110 mm dia
20
5466
273.3
iii) 140 mm dia
20
7256
362.8
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
1220
106872
87.6
ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
550
58520
106.4
B. For G.I. / C.I. / D.I. pipes in new work
i.For pipes exceeding 90 mm dia but not exceeding 300 mm dia
660
88308
133.8
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.
-
-
-
i) 100 mm OD
50
22790
455.8
ii) 150 mm OD
100
46980
469.8
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
27804
231.7
(ii) 110 mm OD
120
30588
254.9
(iii) 140 mm OD
100
27810
278.1
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)
-
-
-
i. 90 mm dia
100
2660
26.6
ii.110 mm dia
100
3230
32.3
iii.140 mm dia
100
4130
41.3
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)
-
-
-
i) 100 mm dia
50
6500
130
ii) 150 mm dia
100
18770
187.7
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
0.5
119286
238571.3
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.
-
-
-
i. 90 mm dia
6
892
148.7
ii.110 mm dia
5
873
174.6
iii.140 mm dia
4
1002
250.4
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
597
298.7
(ii) 110mm dia
2
713
356.4
(iii) 140mm dia
2
934
466.8
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
704
352.2
(ii) 110 x 110 mm dia
2
1161
580.4
(iii) 140 x 140 mm dia
2
1636
818
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
642
321.1
(ii) 140 x 110 mm dia
2
854
426.8
(iii) 160 x 140 mm dia
2
1363
681.4
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
12386
619.3
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
6876
57.3
(ii) 25 mm OD
300
22410
74.7
(iii) 32 mm OD
300
24990
83.3
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) 15 mm dia nominal bore
5
1914
382.7
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.
i) 15 mm dia PVC /plastic bib cock
5
597
119.4
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
500
135700
271.4
(i) 110 mm OD
350
130235
372.1
(i) 140 mm OD
300
183840
612.8
Providing and 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.
-
-
-
i. 100 mm dia Ductile Iron Class K-7 pipes.
100
186110
1861.1
ii. 125 mm dia Ductile Iron Class K-7 pipes.
150
341700
2278
iii. 150 mm dia Ductile Iron Class K-7 pipes.
210
546420
2602
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