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Running Mtc Of Urban Water Supply Scheme Under Dws Division, Kumarghat Maintenance Of Pipeline Including Construction Of Sluice Valve Chambers, Maintenance Of Domestic Connection, And Other Necessary Works Under Dws Sub-Division, Kailashahar Running M, unakoti-Tripura

Public Works Department-PWD has published Running Mtc Of Urban Water Supply Scheme Under Dws Division, Kumarghat Maintenance Of Pipeline Including Construction Of Sluice Valve Chambers, Maintenance Of Domestic Connection, And Other Necessary Works Under Dws Sub-Division, Kailashahar Running M. Submission Date for this Tender is 11-02-2022. Sluice Valve Tenders in unakoti Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

30765318
Running Mtc Of Urban Water Supply Scheme Under Dws Division, Kumarghat Maintenance Of Pipeline Including Construction Of Sluice Valve Chambers, Maintenance Of Domestic Connection, And Other Necessary Works Under Dws Sub-Division, Kailashahar Running M
Open Tender
Indian
Tripura
unakoti
11-02-2022

Tender Details

Running Mtc Of Urban Water Supply Scheme Under Dws Division, Kumarghat Maintenance Of Pipeline Including Construction Of Sluice Valve Chambers, Maintenance Of Domestic Connection, And Other Necessary Works Under Dws Sub-Division, Kailashahar Running Mtc Of Urban Water Supply Scheme Under Dws Division, Kumarghat Maintenance Of Pipeline Including Construction Of Sluice Valve Chambers, Maintenance Of Domestic Connection, And Other Necessary Works Under Dws Sub-Division, Kailashahar

Key Value

Document Fees
INR 1000 /-
EMD
INR 9838.0 /-
Tender Value
INR 9.83 Lakhs /-

BOQ Items

Name of Work: Running mtc of Urban Water Supply scheme under DWS Division, Kumarghat during the year 2021-22/SH:- Maintenance of pipeline including construction of sluice valve chambers, maintenance of domestic connection, and other necessary works under DWS Sub-Division, Kailashahar.
Sl. No. Item Description
1Excavating 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. B. GI/CI/DI pipes in new work a. In all kinds of soil i. For pipes not exceeding 90 mm dia
2ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
3A. For UPVC pipes in new work. a. In all kinds of soil i) For pipes not exceeding 90 mm
4ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
5Charges 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 - A. Class - 3 ( working pressure 6.0 kg / cm2) iii. 90 mm OD
6iv. 110 mm OD
7v. 140 mm OD
8Charges 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. i. 90 mm OD
9ii. 110 mm OD
10iii. 140 mm OD
11Charges 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-in-charge. i. 90 mm OD
12ii. 110 mm OD
13iii. 140 mm OD
14Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge. iii. 15 mm dia nominal bore
15Providing 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. i. 80 mm dia A. PN - 1.6
16ii. 100 mm dia A. PN - 1.6
17iii. 125 mm dia A. PN - 1.6
18iii. 150 mm dia A. PN - 1.6
19iii. 200 mm dia A. PN - 1.6
20iii. 250 mm dia A. PN - 1.6
21iii. 300 mm dia A. PN - 1.6
22Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A. DI all socketted Bend 90 degree i)80 mm dia
23ii) 100 mm dia
24iii) 150 mm dia
25iv) 200 mm dia
26A. DI all socketted Bend 45 degree i)80 mm dia
27ii) 100 mm dia
28iii) 150 mm dia
29iv) 200 mm dia
30A. DI all socketted Bend 22.5 degree i)80 mm dia
31ii) 100 mm dia
32iii) 150 mm dia
33iv) 200 mm dia
34A. DI all socketted Bend 11.25 degree i)80 mm dia
35ii) 100 mm dia
36iii) 150 mm dia
37iv) 200 mm dia
38F. DI all socketted tee i) 80 x 80 x 80 mm dia
39ii) 100 x 100 x 80 mm dia
40iii) 100 x 100 x 100 mm dia
41iv) 125 x 125 x 80 mm dia
42v) 150 x 150 x 80 mm dia
43vi) 150 x 150 x 100 mm dia
44vii) 150 x 150 x 150 mm dia
45G. Di collar flanged socketted i. 80 mm dia
46ii. 100 mm dia
47iii. 125 mm dia
48iv. 150 mm dia
49v. 200 mm dia
50vi. 250 mm dia
51I. DI double socketted tapper i. 100 x 80 mm dia
52ii. 125 x 80 mm dia
53iii. 125 x 100 mm dia
54iv. 150 x 80 mm dia
55v. 150 x 125/100 mm dia
56vi. 200 x 80 mm dia
57vii 200 x 100 mm dia
58viii 200 x 100 mm dia
59ix 200 x 150 mm dia
60Providing, 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 i)50 x 40 mm dia
61ii) 110 x 90 mm dia
62iii) 140 x 90 mm dia
63iv) 140 x 110 mm dia
64Providing, 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 perCPWD specification and direction of the Engineer - in - charge. i. 40 mm dia
65ii. 50 mm dia
66iii. 90 mm dia
67iv. 110 mm dia
68v. 140 mm dia
69Providing, 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. i. 40 x 40 mm dia
70ii. 50 x 50 mm dia
71iii. 90 x 90 mm dia
72iv. 110 x 110 mm dia
73v. 140 x 140 mm dia
74Providing, 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. i. 40 mm dia
75ii. 50 mm dia
76iii. 90 mm dia
77iv. 110 mm dia
78v. 140 mm dia
79Providing, 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 v 110 x 90 mm dia
80vi 140 x 110 mm dia
81vii 140 x 90 mm dia
82Providing, fixing nad laying fabricated UPVC tailpiece with GI flange 98mm thick) conforming to IS 10124 (part6) with solvent cement conforming to IS14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge v. 90 mm dia
83vi. 110 mm dia
84vii. 140 mm dia
85Providing 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
86Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 80 mm nominal bore
87Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer- in - charge. i) 80 mm dia
88ii) 100 mm dia
89iii) 125 mm dia
90iv) 150 mm dia
91v) 200 mm dia
92Providing 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) 80 mm dia
93ii) 100 mm dia
94Charges 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. 80 mm dia
95ii. 100 mm dia
96iii. 125 mm dia
97iv. 150 mm dia
98v. 200 mm dia
99Charges 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 5,74 specification and direction of the Engineer - in - charge. i. 80 mm dia
100ii. 100 mm dia
101iii. 125 mm dia
102iv. 150 mm dia
103v. 200 mm dia
104Dismantling 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. 80 mm dia
105ii. 100 mm dia
106iii. 125 mm dia
107iv. 150 mm dia
108v. 200 mm dia
109Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
110ii. 20 mm dia
111iii. 32 mm dia
112iv. 40 mm dia
113Providing 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
114ii.110 mm dia with 15 mm dia opening
115iii.140 mm dia with 15 mm dia opening
116Providing 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 i. 15 mm dia
117Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. 15 mm dia
118Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
119Providing 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. A.External work. i. 15 mm dia nominal bore
120ii. 20 mm dia nominal bore
121iii. 25 mm dia nominal bore
122iv. 32 mm dia nominal bore
123v. 40 mm dia nominal bore
124vi. 50 mm dia nominal bore
125vii. 65 mm dia nominal bore
126viii. 80 mm dia nominal bore
127ix. 100 mm dia nominal bore
128Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
129Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : A. With Second Class bricks
130Charges 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. i) 90 mm OD
131ii) 110 mm OD
132iii) 140 mm OD
133Removal of blockage from existing distribution PVC pipeline of all domestic as well as washing by inserting 40mm dia UPVC coilpipe upto the length of 30.00m by cuting of pipe at any depth including necessary dewatering whenever required etc complete as per direction of the Engineer-in-charge (bituminous road cutting, and relaying of pipes, specials including laed joints will be paid separately)
134Providing, 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. i) 90 mm OD
135ii) 110 mm OD
136iii) 140 mm OD
137Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
138Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
139Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge.
140Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
141Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
142Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size)
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