Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Mar 2025
Closing Date20 Mar 2025
Tender Amount₹ 7,92,088
Costs
EMD
₹ 15,842Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEWR_59026_1Tender No
120_EE_WRD_I_DNIET_2024_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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b) 110 mm dia
72
14
1066
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c) 140 mm dia
60
15
914
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d) 160 mm dia
54
15
838
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e) 200 mm dia
36
18
681
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f) 250 mm dia
24
19
457
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g) 315 mm dia
18
25
451
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Excavating trenches required width for pipes, cables, etc. including excavation for sockets, dressing of sides where required,ramming of bottoms , depth upto 1500mm(Slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layers by ramming watering etc. and disposing of surplus excavated soil with all required lead as per chapter 2of CPWD specification & direction of the Engineer-in charge.A ( For UPVC pipes in new work) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
192
106
20429
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Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.
a) 90 mm dia
36
272
9817
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b) 110 mm dia
36
380
13699
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c) 140 mm dia
36
646
23267
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d) 160 mm dia
36
826
29751
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e) 200 mm dia
24
1313
31524
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f) 250 mm dia
12
2081
24983
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g) 315 mm dia
12
3211
38541
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Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge. Unequal Tee
a)315x315x250 mm dia
1
4443
4444
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b)315x315x200 mm dia
1
3844
3845
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c)315x315x160 mm dia
1
3572
3572
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d)315x315x140 mm dia
1
3452
3453
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e)315x315x110 mm dia
1
2819
2820
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f) 250x250x200 mm dia
1
2945
2946
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g) 250x250x160 mm dia
1
2718
2718
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h)250x250x140 mm dia
1
2464
2465
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i)250x250x110mm dia
1
2378
2378
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j)250x250x90 mmdia
1
2304
2305
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k) 200x200x160 mm dia
1
2134
2134
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l) 200x200x140 mm dia
1
1950
1950
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m)200x200x110 mm dia
1
1832
1833
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n)200x200x90 mmdia
1
1774
1775
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o) 160x160x140 mm dia
2
1569
3140
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p) 160x160x110 mm dia
2
1490
2981
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q) 160x160x90 mm dia
2
1458
2918
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r) 140x140x110 mm dia
2
1335
2670
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s) 140x140x90 mm dia
2
1290
2581
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t) 110x110x90 mm dia
3
1086
3259
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Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming
to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
a) 160x160x160 mm dia
2
1614
3228
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b) 140x140x140 mm dia
2
1345
2691
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c) 110x110x110 mm dia
2
1125
2251
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d) 90x90x90 mm dia
4
1012
4051
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e)315x315x315mm dia
1
3775
3775
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f)250x250x250mm dia
1
2763
2764
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g)200x200x200mm dia
1
2072
2072
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Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.
a) 315x250 mm dia
1
2100
2101
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b) 250x200 mm dia
1
1532
1533
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c) 200x160 mm dia
1
1157
1157
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d) 160x140 mm dia
2
888
1777
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e) 140x110 mm dia
2
731
1463
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f) 110x90 mm dia
2
597
1195
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Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of
Engineer-in-charge.
a)315 mm dia
1
5632
5633
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b)250mm dia
1
3947
3947
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c)200 mm dia
1
2760
2761
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d) 160 mm dia
1
1434
1434
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e) 140 mm dia
2
1249
2499
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f) 110 mm dia
1
940
941
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g) 90 mm dia
2
838
1677
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Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve).
80X50 mm dia
25
2864
71614
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Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-charge.
a) 100 mm dia PVC Pipe
4
830
3321
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b) 125 mm dia PVC Pipe
6
1121
6731
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c) 150 mm dia PVC Pipe
6
1348
8092
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
a) 100 mm dia PN - 1.6
2
5561
11122
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b) 125 mm dia PN - 1.6
3
6662
19986
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c) 150 mm dia PN - 1.6
3
8238
24716
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d) 200 mm dia PN - 1.6
1
16789
16789
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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 CPWD specification and direction of the Engineer in charge.
v. 125 mm dia A. PN-1.6
2
1316
2633
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vi. 150 mm dia A. PN-1.6
2
1597
3194
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vii. 200 mm dia A. PN-1.6
1
2372
2373
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Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing necessary coupler etc. complete and refilling the trench with of available excavated earth as per direction of the Engineer-incharge.(Payment of couplers, tees, reducers etc will be made separately) a)315 mm dia
11
2199
24199
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b)250mm dia to 110 mm dia
19
1360
25855
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c)90 mm dia.
15
806
12091
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil
2
179
360
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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 deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
1
161
161
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1
1177
1177
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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:
a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1
10742
10743
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b) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
1
8980
8980
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First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:5 ( 1 cement : 5 fine sand ).
1
9667
9667
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12 mm cement plaster of mix In Cement mortar 1:5 (1 cement : 5 fine sand)
35
214
7490
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Neat cement punning.
35
56
1988
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Rewinding of Horizontal Motor suitable for Centrifugal Complete dismantling in/c providing & rewinding with supper enamel copper conductor (as per IS:13730 part-3)conductor & all necessary spare parts and resembling including servicing rotor & necessary trial run as per specification and direction of the Engineer-in-charge.
i)25-30 HP
3
22075
66227
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ii)20 HP
2
16796
33592
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