Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date23 Feb 2024
Closing Date13 Mar 2024
Tender Amount₹ 8,51,130
Costs
EMD
₹ 17,023Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_47585_1Bid Award Id
ViewTender No
73/EE/DWS/DIVN/SBM/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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iii) 140 mm OD
75
51683
689.1
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Clearing of diposited iron inside of laid PVC pipe line (90 mm/110 mm / 140 mm) excavation trenches for 100.00 mtr laid pipe line of required width and depth at an interval of 2.00 mtr to 3.00 mtr long for every 100.00 mtr. Clearing through UPVC coil pipe and laying same with coupler and cement solvent joint (PVC coupler and solvent cement to be issued at free of cost from the department)
2000
9020
4.51
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Clearing of diposited iron inside of laid CI/DI pipe line of different dia (150 mm/100 mm / 125 mm) and dismantling including trenching, refilling for every 100.00 mtr laid pipe line of required widht and depth, cutting for every 100.00 mtr pipe iron throug PVC coil pipe after clearing washing and laying the same with rubber gusket pipe layed joint as per direction of the Engineer-in-charge. (Pig lead will be issued by the department at free of cost but rubber gusket and other T&P will be arranged by the agency)
500
6640
13.28
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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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i) 90 mm OD
12
3584
298.7
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ii) 110 mm OD
5
1782
356.4
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iii) 140 mm OD
3
1400
466.8
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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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i) 90 mm OD
9
1338
148.7
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ii) 110 mm OD
5
873
174.6
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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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i) 90 x 90 mm dia
8
2818
352.2
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ii) 110 x 110 mm dia
6
3482
580.4
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iii) 140 x 140 mm dia
3
2454
818
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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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i) 110 x 90 mm dia
6
1927
321.1
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ii) 140 x 110 mm dia
3
1280
426.8
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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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i) 90 mm OD.
300
81420
271.4
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ii) 110 mm OD.
100
37210
372.1
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iii) 140 mm OD.
100
61280
612.8
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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.
A) For UPVC pipes in new work a) In all kinds of soil
-
-
-
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i) For pipes not exceeding 90 mm dia
1060
92856
87.6
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ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
200
21280
106.4
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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.
-
-
-
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ii) 100 mm dia
22
10028
455.8
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iv) 150 mm dia
22
10336
469.8
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 100 mm dia
2
187
93.7
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ii) 150 mm dia
2
289
144.5
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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 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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i) 90 mm dia
210
48657
231.7
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ii) 110 mm dia
120
30588
254.9
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iii) 140 mm dia
90
25029
278.1
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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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iv) 100 mm dia.
A) PN - 1.6
2
11122
5561.1
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v) 125 mm dia.
A) PN - 1.6
3
19986
6662.1
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vi) 150 mm dia.
A) PN - 1.6
3
24716
8238.6
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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 1st class bricks.
2
28257
14128.5
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Providing and laying of 50 mm dia Rigid PVC pipes of minimum wall thicness of 2.1 mm and working pressure 6 kg/cm2 complete with necessary cement solvent joints & fittings.
150
11745
78.3
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Providing and laying of 40 mm dia Rigid PVC pipes of minimum wall thickness of 1.8 mm and working pressure 6 kg/cm2 complete with necessary cement solvent joints & fittings.
150
8370
55.8
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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. i) 100 mm dia
3
22515
7504.9
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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.
ii)15 mm nominal bore
15
5741
382.7
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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
100
5730
57.3
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ii) 25 mm dia
180
13446
74.7
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iii) 32 mm dia
180
14994
83.3
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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. i)by manual means
40
24772
619.3
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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
25
3275
131
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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
25
2985
119.4
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