Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 72,74,807
Costs
EMD
₹ 1,45,496Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Water Supply Scheme At Longai Valley In North Tripura District During The Year 2023-24
Description
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Contact
Tender Id
2024_CEDWS_48220_1Bid Award Id
ViewTender No
105/EE/DWS/KCP/2023-24Tender 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
262800
87.6
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iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2500
266000
106.4
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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
1700
227460
133.8
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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
700
1302770
1861.1
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iii) 150 mm dia
1000
2602000
2602
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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
127
11900
93.7
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ii) 150 mm dia
182
26299
144.5
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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
13085
2617
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iii) 100 mm dia
3
5584
1861.2
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B. D.I. Flanged Spigotted tail piece ii). 150 mm dia
5
17966
3593.2
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iii) 100 mm dia
3
6147
2048.9
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C. D.I. all socketted tee
I) 100 x 100 x 100 mm dia
3
8890
2963.3
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ii)150 x 150 x 100 mm dia
3
12979
4326.3
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D)D.I. all socketted Bend 90 degree
-
-
-
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i) 100 mm dia
3
6502
2167.3
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ii) 150 mm dia
3
10485
3495
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D)D.I. all socketted Bend 45 degree
-
-
-
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i) 100 mm dia
3
6240
2080
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ii) 150 mm dia
3
10256
3418.5
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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
44900
89.8
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iii) 90 mm OD
2500
678500
271.4
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iv) 110 mm OD
2000
744200
372.1
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v) 140 mm OD
500
306400
612.8
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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
55611
5561.1
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iii). 150 mm dia.
-
-
-
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A) PN - 1.6
10
82386
8238.6
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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
11208
11207.6
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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
10317.3
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ii) 150 mm dia
1
15016
15015.8
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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
1057
352.2
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b) 110 mm X 110
3
1741
580.4
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c) 140 mm X 140
3
2454
818
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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
297
148.7
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b) 110 mm
2
349
174.6
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c) 140 mm
1
250
250.4
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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
597
298.7
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b) 110 mm
2
713
356.4
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c) 140 mm
2
934
466.8
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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
1606
321.1
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ii). 140 x 110 mm dia
5
2134
426.8
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iii). 140 x 90 mm dia
5
1979
395.7
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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
1061
212.1
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b) 110 mm dia
2
547
273.3
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c) 140 mm dia
4
1451
362.8
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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
38270
382.7
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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
70643
14128.5
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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
171900
57.3
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ii. 20 mm dia
100
6590
65.9
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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
22385
447.7
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ii) 110 mm dia with 15 mm dia opening
30
15846
528.2
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iii)140 mm dia with 15 mm dia opening
20
11794
589.7
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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
7860
78.6
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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
13100
131
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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
30965
619.3
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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
17034
11355.7
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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
2943
1177.3
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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
579
231.6
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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
10480
104.8
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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
11040
110.4
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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
7460
74.6
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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
27905
558.1
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b) 110 mm OD
50
31160
623.2
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c) 140 mm OD
20
13782
689.1
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