Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Oct 2023
Closing Date30 Oct 2023
Tender Amount₹ 9,35,218
Costs
EMD
₹ 18,704Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_42809_1Bid Award Id
ViewTender No
67/EE/DWS/KCP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
iI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
114
12130
106.4
B). For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
-
-
-
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
33
4415
133.8
Charges for 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.
-
-
-
i) 100 mm dia
16.5
2145
130
ii) 150 mm dia
16.5
3097
187.7
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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)
-
-
-
i) 90 mm OD
102
2713
26.6
i) 110 mm OD
30
969
32.3
i) 140 mm OD
24
991
41.3
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)
-
-
-
i) 90 mm OD
300
81420
271.4
ii) 140 mm OD
66
40445
612.8
iii) 110 mm OD
60
22326
372.1
Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required 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-incharge.
-
-
-
i) 90 mm OD
102
23633
231.7
ii) 110 mm OD
30
7647
254.9
iii) 140 mm OD
24
6674
278.1
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
16.5
7521
455.8
ii) 150 mm dia
16.5
7752
469.8
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.
-
-
-
i) 100 mm dia
10
937
93.7
ii) 150 mm dia
10
1445
144.5
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.
-
-
-
i). 80 mm dia.
-
-
-
A) PN - 1.6
4
17279
4319.7
ii). 100 mm dia.
-
-
-
A) PN - 1.6
2
9119
4559.7
iii). 125 mm dia.
-
-
-
A) PN - 1.6
1
5561
5561.1
iii). 150 mm dia.
-
-
-
A) PN - 1.6
1
8239
8238.6
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 150 mm dia
1
11208
11207.6
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 ).
-
-
-
i) 100 mm dia
1
10317
10317.3
ii) 150 mm dia
1
15016
15015.8
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.
-
-
-
a) 90 mm X 90
2
704
352.2
b) 110 mm X 110
2
1161
580.4
c) 140 mm X 140
2
1636
818
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.
-
-
-
a) 90 mm
2
297
148.7
b) 110 mm
2
349
174.6
c) 140 mm
1
250
250.4
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.
-
-
-
a) 90 mm
5
1494
298.7
b) 110 mm
4
1426
356.4
c) 140 mm
3
1400
466.8
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.
-
-
-
i). 110 x 90 mm dia
1
321
321.1
ii). 140 x 110 mm dia
1
427
426.8
iii). 140 x 90 mm dia
1
396
395.7
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.
-
-
-
a) 90 mm dia
24
5090
212.1
b) 110 mm dia
15
4100
273.3
c) 140 mm dia
8
2902
362.8
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.
-
-
-
ii) 15 mm nominal bore
60
22962
382.7
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
42386
14128.5
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).
-
-
-
i. 15 mm dia
500
28650
57.3
ii. 20 mm dia
30
1977
65.9
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 90 mm dia with 15 mm dia opening
35
15670
447.7
ii) 110 mm dia with 15 mm dia opening
15
7923
528.2
iii)140 mm dia with 15 mm dia opening
10
5897
589.7
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
120
9432
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
60
7860
131
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
30
18579
619.3
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
11356
11355.7
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A). External work
-
-
-
ii) 20 mm dia nominal bore
30
9084
302.8
viii). 80 mm dia. nominal bore
6
6131
1021.9
ix). 100 mm dia. nominal bore
18
26395
1466.4
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A. D.I. Flanged Socketted tail piece i). 150 mm dia
1
2617
2617
ii) 125 mm dia
1
2647
2646.7
iii) 100 mm dia
2
3722
1861.2
B. D.I. Flanged Spigotted tail piece ii). 150 mm dia
1
3593
3593.2
ii) 125 mm dia
1
2650
2649.6
iii) 100 mm dia
2
4098
2048.9
C. D.I. all socketted tee
I) 100 x 100 x 100 mm dia
1
2963
2963.3
ii)150 x 150 x 100 mm dia
2
8653
4326.3
D)D.I. all socketted Bend 90 degree
-
-
-
i) 100 mm dia
5
10837
2167.3
ii) 150 mm dia
1
3495
3495
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
1177.3
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
60
13896
231.6
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.
40
4192
104.8
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
60
7164
119.4
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
20
1492
74.6
Clearing and washing of CI/ DI/PVC pipes earth cutting at intervel not less than 50m with the help of 30/40 mm dia PVC coil pipe having suitable brush at front end and making good the pipe with required specials including earth cutting and refilling complete as per derection of the Engineer in charge.(Coller, coupler, solvent cement Pig lead if requird shall be supplyied by the department)
100
66500
665
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.
-
-
-
a) 90 mm OD
188
104923
558.1
b) 110 mm OD
120
74784
623.2
c) 140 mm OD
60
41346
689.1
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