Public Works Department-PWD has published Extension Of Domestic Water Supply Connection Under Atal Jaldhara Mission Including Extension Of Pvc Pipeline From Different Water Supply Schemes In Amarpur Block Within The Jurisdiction Of Dws Sub-Division , Amarpur During The Year 2020-21 Gr-Iii . . Submission Date for this Tender is 18-07-2020. Pipe Laying Tenders in Amarpur Tripura. Bidders can get complete Tender details and download the document.
Name of Work:- JJM Scheme in Gomati District, Tripura/ SH-Extension of Domestic Water Supply Connection to the individual house hold under Atal Jaldhara Mission including extension of PVC pipeline from different water supply schemes etc. complete in Amarpur RD Block area within the jurisdiction of D.W.S Sub-Division, Amarpur during the year 2020-21(Gr-III). | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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. \ni) 10 mm nominal bore. | BI01010001010000000000000515BI0100001148 | 450 | Nos |
2 | 1.01 | ii) 15 mm nominal bore. | BI01010001010000000000000515BI0100001149 | 50 | Nos |
3 | 2 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. \n(i) 15 mm dia. | BI01010001010000000000000515BI0100001150 | 700 | Nos |
4 | 2.01 | (ii) 20 mm dia. | BI01010001010000000000000515BI0100001151 | 20 | Nos |
5 | 2.02 | (iii) 25 mm dia. | BI01010001010000000000000515BI0100001152 | 20 | Nos |
6 | 2.03 | (iv) 40 mm dia. | BI01010001010000000000000515BI0100001153 | 20 | Nos |
7 | 3 | 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. \n(i) 15 mm dia. | BI01010001010000000000000515BI0100001154 | 600 | Nos |
8 | 3.01 | (ii) 20 mm dia. | BI01010001010000000000000515BI0100001155 | 20 | Nos |
9 | 3.02 | (iii) 25 mm dia. | BI01010001010000000000000515BI0100001156 | 20 | Nos |
10 | 3.03 | (iv) 40 mm dia. | BI01010001010000000000000515BI0100001157 | 20 | Nos |
11 | 4 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. \n(i) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001158 | 20 | Nos |
12 | 4.01 | (ii) 25 x 15 mm dia. | BI01010001010000000000000515BI0100001159 | 20 | Nos |
13 | 4.02 | (iii) 40 x 15 mm dia. | BI01010001010000000000000515BI0100001160 | 20 | Nos |
14 | 5 | Providing and fixing ISI marked G.I. union joint as per direction of the Engineer - in - charge. \na) 15 mm dia. | BI01010001010000000000000515BI0100001161 | 500 | Nos |
15 | 5.01 | b) 20 mm dia. | BI01010001010000000000000515BI0100001162 | 20 | Nos |
16 | 5.02 | c) 25 mm dia. | BI01010001010000000000000515BI0100001163 | 20 | Nos |
17 | 5.03 | d) 40 mm dia. | BI01010001010000000000000515BI0100001164 | 20 | Nos |
18 | 6 | Providing & fixing GI Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. \n(i) 20 x 20 x 15 mm dia | BI01010001010000000000000515BI0100001165 | 20 | Nos |
19 | 6.01 | ii) 25 x 25 x 15 mm dia. | BI01010001010000000000000515BI0100001166 | 20 | Nos |
20 | 6.02 | iii) 40 x 40 x 15 mm dia. | BI01010001010000000000000515BI0100001167 | 20 | Nos |
21 | 7 | Providing & fixing PVC/plastic bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer-in charge. \n(i) 15 mm dia PVC/plastic bib cock. | BI01010001010000000000000515BI0100001168 | 500 | Nos |
22 | 8 | Excavation trenches of required width for pipes, cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge. \nA) For UPVC pipe in new work . \na) In all kinds of soil. \ni) For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001169 | 6600 | Mtr. |
23 | 8.01 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001170 | 100 | Mtr. |
24 | 9 | 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 in/c. 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 Er. -in -Charge. \nA) Class -3 (Working pressure 6.0 kg/cm2 )\ni) 40 mm OD | BI01010001010000000000000515BI0100001171 | 200 | Mtr. |
25 | 9.01 | ii) 90 mm OD | BI01010001010000000000000515BI0100001172 | 100 | Mtr. |
26 | 9.02 | iii) 110 mm OD | BI01010001010000000000000515BI0100001173 | 100 | Mtr. |
27 | 10 | 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).\ni) 15 mm dia | BI01010001010000000000000515BI0100001174 | 6000 | Mtr. |
28 | 10.01 | ii) 20 mm OD | BI01010001010000000000000515BI0100001175 | 100 | Mtr. |
29 | 10.02 | iii) 25 mm OD | BI01010001010000000000000515BI0100001176 | 200 | Mtr. |
30 | 11 | 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.\n i) 90 mm dia | BI01010001010000000000000515BI0100001177 | 5 | Nos |
31 | 11.01 | ii) 110 mm dia | BI01010001010000000000000515BI0100001178 | 5 | Nos |
32 | 12 | 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.\n i) 90 x 90 mm dia | BI01010001010000000000000515BI0100001179 | 2 | Nos |
33 | 12.01 | ii) 110 x 110 mm dia | BI01010001010000000000000515BI0100001180 | 2 | Nos |
34 | 13 | 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 specification and direction of the Engineer - in - charge.\n i) 110 X 90 mm dia | BI01010001010000000000000515BI0100001181 | 2 | Nos |
35 | 14 | 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.\ni) 40 mm dia | BI01010001010000000000000515BI0100001182 | 2 | Nos |
36 | 14.01 | ii) 90 mm dia | BI01010001010000000000000515BI0100001183 | 2 | Nos |
37 | 14.02 | iii) 110 mm dia | BI01010001010000000000000515BI0100001184 | 2 | Nos |
38 | 15 | Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost). | BI01010001010000000000000515BI0100001185 | 1000 | Mtr. |
39 | 16 | Charges for making hole by drilling and making thread by thread bit in the CI/DI pipe as per specification and direction of the Engineer-in-charge.\n(i) 10 mm dia nominal bore | BI01010001010000000000000515BI0100001186 | 30 | Nos |
40 | 17 | Labour charge for disconnection of domestic water supply connection ,hydrant etc. from old pipe line and also reconnection the same to the line in/cl. Necessary trenching , boring , tapping the main etc. complete in all respect as per specification and the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001187 | 30 | Nos |
41 | 18 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification & direction of the Engineer-in-charge.\na) By manual means | BI01010001010000000000000515BI0100001188 | 450 | Mtr. |
42 | 19 | Providing and fixing G.I pipes medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.\nA. External work.\n(i) 15 mm dia nominal bore | BI01010001010000000000000515BI0100001189 | 430 | Mtr. |
43 | 19.01 | (ii) 40 mm dia nominal bore | BI01010001010000000000000515BI0100001190 | 20 | Mtr. |
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