Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Feb 2025
Closing Date26 Feb 2025
Tender Amount₹ 33,57,142
Costs
EMD
₹ 67,143Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Water Supply Schemes Under Jjm In North Tripura District During The Year 2024-25
Description
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Contact
Tender Id
2025_CEDWS_58006_1Tender No
38/EE/DWS/KCP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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i. For pipes not exceeding 90 mm dia
3000
87
262800
... More
iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2100
106
223440
... More
B). For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
-
-
-
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ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
250
133
33450
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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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i) 100 mm dia
200
1861
372220
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iii) 150 mm dia
50
2602
130100
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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 100 mm dia
36
93
3373
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ii) 150 mm dia
9
144
1301
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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A. D.I. Flanged Socketted tail piece i). 150 mm dia
5
2617
13085
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iii) 100 mm dia
3
1861
5584
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B. D.I. Flanged Spigotted tail piece ii). 150 mm dia
5
3593
17966
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iii) 100 mm dia
3
2048
6147
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C. D.I. all socketted tee
I) 100 x 100 x 100 mm dia
3
2963
8890
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ii)150 x 150 x 100 mm dia
3
4326
12979
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D)D.I. all socketted Bend 90 degree
-
-
-
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i) 100 mm dia
3
2167
6502
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ii) 150 mm dia
3
3495
10485
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D)D.I. all socketted Bend 45 degree
-
-
-
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i) 100 mm dia
3
2080
6240
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ii) 150 mm dia
3
3418
10256
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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.
-
-
-
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A). Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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i)40mm
500
89
44900
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iii) 90 mm OD
2500
271
678500
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iv) 110 mm OD
2000
372
744200
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v) 140 mm OD
100
612
61280
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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.
-
-
-
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ii). 100 mm dia.
-
-
-
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A) PN - 1.6
10
5561
55611
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iii). 150 mm dia.
-
-
-
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A) PN - 1.6
10
8238
82386
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 150 mm dia
1
11207
11208
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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).
-
-
-
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i) 100 mm dia
1
10317
10317
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ii) 150 mm dia
1
15015
15016
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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.
-
-
-
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a) 90 mm X 90
3
352
1057
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b) 110 mm X 110
3
580
1741
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c) 140 mm X 140
3
818
2454
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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.
-
-
-
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a) 90 mm
2
148
297
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b) 110 mm
2
174
349
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c) 140 mm
1
250
250
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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.
-
-
-
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a) 90 mm
2
298
597
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b) 110 mm
2
356
713
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c) 140 mm
2
466
934
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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.
-
-
-
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i). 110 x 90 mm dia
5
321
1606
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ii). 140 x 110 mm dia
5
426
2134
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iii). 140 x 90 mm dia
5
395
1979
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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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a) 90 mm dia
5
212
1061
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b) 110 mm dia
2
273
547
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c) 140 mm dia
4
362
1451
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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ii) 15 mm nominal bore
100
382
38270
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Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A). With First class bricks
5
14128
70643
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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 paid separately).
-
-
-
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i. 15 mm dia
3000
57
171900
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ii. 20 mm dia
100
65
6590
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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 90 mm dia with 15 mm dia opening
50
447
22385
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ii) 110 mm dia with 15 mm dia opening
30
528
15846
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iii)140 mm dia with 15 mm dia opening
20
589
11794
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
100
78
7860
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
100
131
13100
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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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B). by manual means
50
619
30965
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –
a) All work upto plinth level:
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.5
11355
17034
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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.
2.5
1177
2943
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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
2.5
231
579
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Providing and fixing G.I. 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.
100
104
10480
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Providing and fixing C. I. Bib cock ( long handle ) as per
CPWD specification and direction of the Engineer - in -
charge. i. 15 mm dia
100
110
11040
... More
Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge
iii) 15 mm dia 225 mm long
100
74
7460
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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-in-charge.
-
-
-
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a) 90 mm OD
50
558
27905
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b) 110 mm OD
50
623
31160
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c) 140 mm OD
20
689
13782
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