Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date16 May 2025
Closing Date2 Jun 2025
Tender Amount₹ 28,44,163
Costs
EMD
₹ 56,883Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Shifting Of Pipeline From New Road Alignment By Pmgsy At Nh208a (ananda Bazar)to Dt Road Under Jubarajnagar Block Of Dws Sub-division Panisagar 2024-25/sh- Laying Of Upvc Pipe Line And Other Alied Works Attached To Dtw/innovative Schemes (2nd Call)
Description
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Contact
Tender Id
2025_CEDWS_798411_1Tender No
10/SE/DWS/C/KGT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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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
200
133
26760.000000000004
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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. A). Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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40 mm OD
200
89
17960
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50 mm OD
300
112
33840
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90 mm OD
2330
271
632362
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110 mm OD
1000
372
372100
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140 mm OD
750
612
459599.99999999994
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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.
-
-
-
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100 mm dia. nominal bore
100
1466
146640
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150 mm dia. nominal bore
100
1931
193150
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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.
80 mm nominal bore
5
4200
21004.5
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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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100 mm dia. A) PN - 1.6
5
5561
27805.5
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150 mm dia. A) PN - 1.6
6
8238
49431.600000000006
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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.
-
-
-
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110 mm dia
2
552
1105.2
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160 mm dia
4
943
3774.8
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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110 x 90 mm dia
5
321
1605.5
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140 x 110 mm dia
5
426
2134
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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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90 mm dia
6
298
1792.1999999999998
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110 mm dia
8
356
2851.2
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140 mm dia
6
466
2800.8
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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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90 mm dia
6
148
892.1999999999999
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110 mm dia
6
174
1047.6
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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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90 x 90 mm dia
2
352
704.4
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110 x 110 mm dia
2
580
1160.8
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140 x 140 mm dia
2
818
1636
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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. B). by manual means
135
619
83605.5
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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
2
17902
35805.2
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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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15 mm dia
1500
57
85950
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20mm dia
50
65
3295.0000000000005
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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.
15 mm nominal bore
100
382
38270
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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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90 mm dia with 15 mm dia opening
60
447
26862
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110 mm dia with 15 mm dia opening
20
528
10564
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140 mm dia with 15 mm dia opening
20
589
11794
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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 G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.
i.) 15 mm dia
200
78
15719.999999999998
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i.) 15 mm dia
100
131
13100
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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
74
7459.999999999999
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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. i) 15 mm dia PVC /plastic bib cock
100
119
11940
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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
-
-
-
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100 mm dia
12
495
5943.6
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150 mm dia
4
688
2754.8
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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.
10
2323
23230
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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
10
2112
21120
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