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.
Sl. No. | Item Description |
1 | 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. B. GI/CI/DI pipes in new work a. In all kinds of soil i. For pipes not exceeding 90 mm dia |
2 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
3 | A. For UPVC pipes in new work. a. In all kinds of soil i) For pipes not exceeding 90 mm |
4 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
5 | 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 - A. Class - 3 ( working pressure 6.0 kg / cm2) iii. 90 mm OD |
6 | iv. 110 mm OD |
7 | v. 140 mm OD |
8 | 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. i. 90 mm OD |
9 | ii. 110 mm OD |
10 | iii. 140 mm OD |
11 | 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-in-charge. i. 90 mm OD |
12 | ii. 110 mm OD |
13 | iii. 140 mm OD |
14 | Charges 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 |
15 | 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. i. 80 mm dia A. PN - 1.6 |
16 | ii. 100 mm dia A. PN - 1.6 |
17 | iii. 125 mm dia A. PN - 1.6 |
18 | iii. 150 mm dia A. PN - 1.6 |
19 | iii. 200 mm dia A. PN - 1.6 |
20 | iii. 250 mm dia A. PN - 1.6 |
21 | iii. 300 mm dia A. PN - 1.6 |
22 | Providing 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 |
23 | ii) 100 mm dia |
24 | iii) 150 mm dia |
25 | iv) 200 mm dia |
26 | A. DI all socketted Bend 45 degree i)80 mm dia |
27 | ii) 100 mm dia |
28 | iii) 150 mm dia |
29 | iv) 200 mm dia |
30 | A. DI all socketted Bend 22.5 degree i)80 mm dia |
31 | ii) 100 mm dia |
32 | iii) 150 mm dia |
33 | iv) 200 mm dia |
34 | A. DI all socketted Bend 11.25 degree i)80 mm dia |
35 | ii) 100 mm dia |
36 | iii) 150 mm dia |
37 | iv) 200 mm dia |
38 | F. DI all socketted tee i) 80 x 80 x 80 mm dia |
39 | ii) 100 x 100 x 80 mm dia |
40 | iii) 100 x 100 x 100 mm dia |
41 | iv) 125 x 125 x 80 mm dia |
42 | v) 150 x 150 x 80 mm dia |
43 | vi) 150 x 150 x 100 mm dia |
44 | vii) 150 x 150 x 150 mm dia |
45 | G. Di collar flanged socketted i. 80 mm dia |
46 | ii. 100 mm dia |
47 | iii. 125 mm dia |
48 | iv. 150 mm dia |
49 | v. 200 mm dia |
50 | vi. 250 mm dia |
51 | I. DI double socketted tapper i. 100 x 80 mm dia |
52 | ii. 125 x 80 mm dia |
53 | iii. 125 x 100 mm dia |
54 | iv. 150 x 80 mm dia |
55 | v. 150 x 125/100 mm dia |
56 | vi. 200 x 80 mm dia |
57 | vii 200 x 100 mm dia |
58 | viii 200 x 100 mm dia |
59 | ix 200 x 150 mm dia |
60 | 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 i)50 x 40 mm dia |
61 | ii) 110 x 90 mm dia |
62 | iii) 140 x 90 mm dia |
63 | iv) 140 x 110 mm dia |
64 | 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 perCPWD specification and direction of the Engineer - in - charge. i. 40 mm dia |
65 | ii. 50 mm dia |
66 | iii. 90 mm dia |
67 | iv. 110 mm dia |
68 | v. 140 mm dia |
69 | 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. i. 40 x 40 mm dia |
70 | ii. 50 x 50 mm dia |
71 | iii. 90 x 90 mm dia |
72 | iv. 110 x 110 mm dia |
73 | v. 140 x 140 mm dia |
74 | 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. i. 40 mm dia |
75 | ii. 50 mm dia |
76 | iii. 90 mm dia |
77 | iv. 110 mm dia |
78 | v. 140 mm dia |
79 | 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 v 110 x 90 mm dia |
80 | vi 140 x 110 mm dia |
81 | vii 140 x 90 mm dia |
82 | Providing, 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 |
83 | vi. 110 mm dia |
84 | vii. 140 mm dia |
85 | 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 |
86 | Providing 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 |
87 | Providing 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 |
88 | ii) 100 mm dia |
89 | iii) 125 mm dia |
90 | iv) 150 mm dia |
91 | v) 200 mm dia |
92 | 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) 80 mm dia |
93 | ii) 100 mm dia |
94 | 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. 80 mm dia |
95 | ii. 100 mm dia |
96 | iii. 125 mm dia |
97 | iv. 150 mm dia |
98 | v. 200 mm dia |
99 | 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 5,74 specification and direction of the Engineer - in - charge. i. 80 mm dia |
100 | ii. 100 mm dia |
101 | iii. 125 mm dia |
102 | iv. 150 mm dia |
103 | v. 200 mm dia |
104 | 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. 80 mm dia |
105 | ii. 100 mm dia |
106 | iii. 125 mm dia |
107 | iv. 150 mm dia |
108 | v. 200 mm dia |
109 | Providing 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 |
110 | ii. 20 mm dia |
111 | iii. 32 mm dia |
112 | iv. 40 mm dia |
113 | 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 |
114 | ii.110 mm dia with 15 mm dia opening |
115 | iii.140 mm dia with 15 mm dia opening |
116 | 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 i. 15 mm dia |
117 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. 15 mm dia |
118 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia |
119 | 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. A.External work. i. 15 mm dia nominal bore |
120 | ii. 20 mm dia nominal bore |
121 | iii. 25 mm dia nominal bore |
122 | iv. 32 mm dia nominal bore |
123 | v. 40 mm dia nominal bore |
124 | vi. 50 mm dia nominal bore |
125 | vii. 65 mm dia nominal bore |
126 | viii. 80 mm dia nominal bore |
127 | ix. 100 mm dia nominal bore |
128 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia |
129 | Constructing 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 |
130 | 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. i) 90 mm OD |
131 | ii) 110 mm OD |
132 | iii) 140 mm OD |
133 | Removal 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) |
134 | 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. i) 90 mm OD |
135 | ii) 110 mm OD |
136 | iii) 140 mm OD |
137 | Demolishing 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) |
138 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
139 | Demolishing 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. |
140 | Providing 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) |
141 | Reinforcement 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 |
142 | Providing 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) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail