Public Works Department-PWD has published Jjm Schemes Under Dukli R . D Block Under Badharghat Pwd ( Dws ) Sub-Division , Agartala Sh Providing , Extension Of Individual Domestic Connections At Various Household From Different Water Supply Schemes 2020-21 . Group No - Ii Please Refer Dni. Submission Date for this Tender is 07-08-2020. Pipe Laying Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29-Jul-2020 | Extension of Date for online Dropping and opening of Tender | Date | 07-08-2020 |
| Name of Work:- "JAL JEEVAN MISSION(JJM) Schemes under Dukli R.D Block under the jurisdiction of Badharghat PWD(DWS) Sub-division , Agartala / SH:- Providing & Extension of Individual Domestic Connections at various Household from different Water Supply Schemes during the year 2020-21 / Group No - II" | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\n A. Class - 3 ( working pressure 6.0 kg / cm2)\n | |||
| 2 | 1.01 | i) 40 mm OD | 1500 | Mtr. | |
| 3 | 1.02 | ii) 50 mm OD | 200 | Mtr. | |
| 4 | 1.03 | iii) 90 mm OD | 20 | Mtr. | |
| 5 | 2 | 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. | |||
| 6 | 2.01 | i) 40 mm dia. | 10 | No | |
| 7 | 2.02 | ii) 50 mm dia. | 5 | No | |
| 8 | 3 | 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. | |||
| 9 | 3.01 | i) 40 mm dia. | 10 | No | |
| 10 | 3.02 | ii) 50 mm dia. | 5 | No | |
| 11 | 4 | 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. | |||
| 12 | 4.01 | i) 40 x 40 mm dia. | 10 | No | |
| 13 | 4.02 | ii) 50 x 50 mm dia. | 5 | No | |
| 14 | 5 | 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. | |||
| 15 | 5.01 | i) 50 x 40 mm dia. | 10 | No | |
| 16 | 6 | 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. \nA) External Worki) \n | |||
| 17 | 6.01 | i) 15 mm dia. nominal bore Metre. | 1200 | Mtr. | |
| 18 | 7 | 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. | |||
| 19 | 7.01 | i) 10 mm nominal bore | 1200 | No | |
| 20 | 8 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. | |||
| 21 | 8.01 | i) 15 mm dia 150 mm long | 1200 | No | |
| 22 | 8.02 | ii) 15 mm dia 250 mm long | 1200 | No | |
| 23 | 9 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. | |||
| 24 | 9.01 | i) 15 mm dia | 1200 | No | |
| 25 | 10 | Providing and fixing GI Full way valveas per CPWD specification and direction of the Engineer - in - charge. | |||
| 26 | 10.01 | i) 40 mm dia. | 10 | No | |
| 27 | 10.02 | ii) 50 mm dia. | 6 | No | |
| 28 | 11 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. | |||
| 29 | 11.01 | (i) 40 mm dia with 15 mm dia opening | 200 | No | |
| 30 | 11.02 | (ii) 50 mm dia with 15 mm dia opening | 100 | No | |
| 31 | 12 | 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) | |||
| 32 | 12.01 | i) 15 mm dia. | 4200 | Mtr. | |
| 33 | 13 | 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. \nA) For UPVC pipes in new work.\na. All kind of Soils \n | |||
| 34 | 13.01 | i) For pipes not exceeding 90 mm dia | 4850 | Mtr. | |
| 35 | 14 | 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 | |||
| 36 | 14.01 | i) 15 mm dia | 3600 | No | |
| 37 | 15 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. | |||
| 38 | 15.01 | i) 15 mm dia | 1200 | No | |
| 39 | 15.02 | ii) 40 mm dia | 15 | No | |
| 40 | 15.03 | iii) 50 mm dia | 15 | No | |
| 41 | 16 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. | |||
| 42 | 16.01 | i) 15 mm dia | 1200 | No | |
| 43 | 16.02 | ii) 40 mm dia | 10 | No | |
| 44 | 16.03 | iii) 50 mm dia | 5 | No | |
| 45 | 17 | Making road crossing by horizontal boaring 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.\n | |||
| 46 | 17.01 | A. By Manual means | 1070 | Mtr. |
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