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 Date14 Mar 2024
Closing Date22 Mar 2024
Tender Amount₹ 9,70,066
Costs
EMD
₹ 19,401Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_48643_1Bid Award Id
ViewTender No
152/EE/DWS/AGT-II/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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iii. 90 mm OD
300
81420
271.4
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iv. 110 mm OD
100
37210
372.1
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v. 140 mm OD
50
30640
612.8
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 40 mm dia
3
483
161
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ii) 50 mm dia
3
570
190
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iii) 90 mm dia
5
1494
298.7
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iv) 110 mm dia
5
1782
356.4
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v)140 mm dia
5
2334
466.8
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 90 mm dia
3
446
148.7
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i)40 x 40 mm dia
5
1160
232
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ii) 50x50 mm dia
5
1313
262.5
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iii) 90 x 90 mm dia
2
704
352.2
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iv) 110 x 110 mm dia
2
1161
580.4
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v)140 x 140 mm dia
2
1636
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 50x40 mm dia
5
860
172
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ii) 110 x 90 mm dia
2
642
321.1
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iii)140 x 110 mm dia
2
854
426.8
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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.
-
-
-
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15 mm dia. nominal bore
50
12700
254
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25 mm dia. nominal bore
10
3995
399.5
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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.
-
-
-
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i) 10 mm nominal bore
50
17920
358.4
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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.
-
-
-
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i) 100 mm dia A.P.N 1.6
2
11122
5561.1
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ii) 125 mm dia A.P.N 1.6
2
13324
6662.1
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iii) 150 mm dia A.P.N 1.6
2
16477
8238.6
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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 metre as per CPWD specification and direction of the Engineer - in -
charge.
-
-
-
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i) 100 mm dia
30
13674
455.8
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ii) 125mm dia
30
13908
463.6
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iii) 150 mm dia
20
9396
469.8
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Providing and fixing G.I. Nipple of medium class as per
CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia 150 mm long
50
3430
68.6
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ii) 15 mm dia 250 mm long
50
3730
74.6
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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
-
-
-
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i) 15 mm dia
200
11460
57.3
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ii) 25 mm dia
50
3735
74.7
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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
-
-
-
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ii) 100 mm dia Ductile Iron Class K-7 pipes
10
18611
1861.1
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iv) 150 mm dia Ductile Iron Class K-7 pipes
30
78060
2602
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Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm (Slope-1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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.
-
-
-
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i) For pipes not exceeding 90mm dia.
1350
118260
87.6
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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
150
15960
106.4
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B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
40
5352
133.8
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A. For UPVC pipes in old work. a) In all kinds of soil. i) For pipes not exceeding 90mm dia.
50
5035
100.7
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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
100
12240
122.4
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B. For G.I. / C.I. / D.I. pipes in old work
a. In all kinds of soil
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
80
12312
153.9
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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.
-
-
-
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i) 90 mm dia
10
2121
212.1
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ii) 110 mm dia
10
2733
273.3
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iii) 140 mm dia
10
3628
362.8
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Providing and fixing GI Bend/elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i) 15mm dia.
100
10480
104.8
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Providing and fixing GI socket as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i) 15mm dia.
50
3930
78.6
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ii) 25 mm dia
10
902
90.2
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Providing and fixing GI union as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i) 15mm dia.
50
6550
131
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ii) 25 mm dia
5
1085
217
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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.
-
-
-
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i) 125 x 80 mm dia
2
1419
709.7
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ii) 150x80 mm dia
2
1653
826.6
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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 cement 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)
-
-
-
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i) 90 mm OD
50
1330
26.6
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ii) 110 mm OD
50
1615
32.3
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iii) 140 mm OD
50
2065
41.3
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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.
-
-
-
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iii) 150 mm dia
50
9385
187.7
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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.
-
-
-
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by manual means
30
18579
619.3
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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-incharge.
-
-
-
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i) 90 mm OD
50
27905
558.1
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ii) 110 mm OD
50
31160
623.2
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iii) 140 mm OD
50
34455
689.1
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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.
-
-
-
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i) 15 mm dia PVC/Plastic Bib Cock
50
5970
119.4
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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 after laying of pipeline, 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-in-charge.
-
-
-
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i) 90 mm dia
50
16840
336.8
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ii) 110 mm dia
50
18000
360
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iii) 140 mm dia
50
19740
394.8
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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipeline foreign materials from inside the excavation trenches up to required width & depth cutting of PVC pipeline at a length of every 55.00 mtr. Interval jointing of pipe with PVC coupler and solvent cement in/c satisfactory testing of joints refilling trenches with available excavated earth etc. complete as per direction of the Engineer in charge [Rate in/c the cost of cement solvent PVC pipe for making PVC couplers, will be issued by the Department at free of cost]
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-
-
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i) 90 mm dia
1000
4100
4.1
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ii) 110 mm dia
1000
4790
4.79
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iii) 140 mm dia
1000
5160
5.16
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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipeline (CI/DI) using UPVC pipe washing road fitted with Iron Brush in/c excavation trenches up to required width & depth cutting of CI/DI pipeline at a length of every 55.00 mtr. Interval or part there of & jointing of pipe & specials as required refilling trenches with available excavated earth etc.complete as per direction of the Engineer in charge. [The cost of CI specials lead joint rubber gasket joint will paid separately]
-
-
-
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i) 150 mm dia
1000
7700
7.7
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Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for side connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately)
100
20800
208
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Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for road crossing connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately)
100
33900
339
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Providing & fitting, fixing two part GI/MS tyton joint collar with rubber gasket & MS flange fitted with MS flats & square bar at both end in/c nuts & bolts, rubber washer & painting with anticorrosive black bitumastic paint etc. complete as per direction of the Engineer in charge.
i)150 mm dia.
3
6450
2150
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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.
-
-
-
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Upto 300 mm dia.
0.09
21471
238571.3
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