Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date5 Sep 2023
Closing Date6 Oct 2023
Tender Amount₹ 69,77,708
Costs
EMD
₹ 1,39,554Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_41713_1Bid Award Id
ViewTender No
84/EE/DWS/DMN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
For pipes not exceeding 90 mm dia
6300
551880
87.6
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2500
266000
106.4
For G.I. / C.I. / D.I. pipes in new work ( a). In all kinds of soil
-
-
-
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
900
120420
133.8
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)
-
-
-
40 mm OD
1200
107760
89.8
50 mm OD
1100
124080
112.8
90 mm OD
4000
1085600
271.4
110 mm OD
1350
502335
372.1
140 mm OD
1150
704720
612.8
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.
-
-
-
15 mm dia. nominal bore
100
25400
254
100 mm dia. nominal bore
250
366600
1466.4
150 mm dia. nominal bore
550
1062325
1931.5
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
80 mm nominal bore
5
21005
4200.9
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.
-
-
-
100 mm dia. A) PN - 1.6
2
11122
5561.1
150 mm dia. A) PN - 1.6
6
49432
8238.6
Providing, fixing and laying flanged fabricated UPVC
tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange (8 mm thick ) with solvent cement conforming to IS - 14182
including testing of joints complete as per CPWD
specification and direction of the Engineer - in - charge.
-
-
-
110 mm dia
2
1105
552.6
160 mm dia
4
3775
943.7
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.
-
-
-
110 x 90 mm dia
5
1606
321.1
140 x 110 mm dia
5
2134
426.8
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.
-
-
-
90 mm dia
6
1792
298.7
110 mm dia
8
2851
356.4
140 mm dia
6
2801
466.8
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.
-
-
-
90 mm dia
6
892
148.7
110 mm dia
6
1048
174.6
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.
-
-
-
90 x 90 mm dia
2
704
352.2
110 x 110 mm dia
2
1161
580.4
140 x 140 mm dia
2
1636
818
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
100
61930
619.3
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
3
53708
17902.6
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).
-
-
-
15 mm dia
1500
85950
57.3
20mm dia
50
3295
65.9
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.
-
-
-
15 mm nominal bore
280
107156
382.7
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
90 mm dia with 15 mm dia opening
120
53724
447.7
110 mm dia with 15 mm dia opening
100
52820
528.2
140 mm dia with 15 mm dia opening
60
35382
589.7
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
280
29344
104.8
Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.
i.) 15 mm dia
560
44016
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i.) 15 mm dia
280
36680
131
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
280
20888
74.6
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
280
33432
119.4
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
-
-
-
100 mm dia
12
5944
495.3
150 mm dia
4
2755
688.7
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
300
696900
2323
Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 Stone aggregate 20 mm nominal size) and steel reinforcement ( TMT bars ) 6 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
300
633600
2112
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