Public Works Department-PWD has published Jjm Schemes Under Dws Sub-Division Hezamara , Sh Providing Extension Of Individuals Domestic Connection At Various Household Under Atal Jaladhara Mission From Different Water Supply Schemes At Hezamara R . D . Block , West Tripura 2020-21 . ( Group-I . Submission Date for this Tender is 21-07-2020. Water Supply Project Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.
| Name of Work:JAL JEEVAN MISSION(JJM) schemes under PWD(DWS) Sub-Division Hezamara, Mohanpur / SH:- Providing & Extension of Individuals Domestic Connection at various Household under "ATAL JALADHARA MISSION" from different Water Supply Schemes at Hezamara R.D. Block, West Tripura during the year 2020-21. (Group-I) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing,fixing and laying Rigid UPVC pipes conforming to IS:498 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 ex/cl the cost of specials like bend,tees etc. which will be paid separately) as per CPWD specification and direction of the Engg-In-Ch. \nA. Class-3 (working pressure 6.0Kg/cm2)\n | |||
| 2 | 1.01 | i) 40 mm dia. OD | 800 | M | |
| 3 | 1.02 | ii)50 mm dia. OD | 629 | M | |
| 4 | 2 | Providing,fixing and laying fabricated UPVC Bend of required degree conforming to IS:10124 (part8/9/10/11/12/13) with solventy cement conforming to IS:14182 in/c testing of joints complete as per CPWD Specification and direction of the Eng-In-Charge.\n | |||
| 5 | 2.01 | i) 40 mm dia. | 20 | No. | |
| 6 | 2.02 | ii)50 mm dia. | 20 | No. | |
| 7 | 3 | Providing,fixing and laying fabricated UPVC Equal Tee conforming to IS:10124 (part 5) with solventy cement conforming to IS:14182 in/c testing of joints complete as per CPWD Specification and direction of the Eng-In-Ch \n | |||
| 8 | 3.01 | i) 40 X 40 mm dia. | 10 | No. | |
| 9 | 3.02 | ii) 50 X 50 mm dia. | 10 | No. | |
| 10 | 4 | Providing,fixing and laying fabricated UPVC Straight Reducer conforming to IS:10124 (part 3) with solventy cement conforming to IS:14182 in/c testing of joints complete as per CPWD Specification and direction of the Eng-In-Ch. \n | |||
| 11 | 4.01 | i) 50 X 40 mm dia. | 20 | No. | |
| 12 | 5 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.\n A.External work. \n | |||
| 13 | 5.01 | i) 15 mm dia. Nominal bore | 50 | M | |
| 14 | 5.02 | ii) 20 mm dia. Nominal bore | 30 | M | |
| 15 | 5.03 | iii) 40 mm dia. Nominal bore | 50 | M | |
| 16 | 5.04 | iv) 50 mm dia. Nominal bore | 50 | M | |
| 17 | 6 | Providing & fixing Brass Ferrule with CI cover conforming to IS:2692 in/c boring and tapping the main as per CPWD specification & direction of the Engineer-in-charge.\n | |||
| 18 | 6.01 | i) 10 mm dia nominal bore. | 150 | No. | |
| 19 | 7 | Providing and fitting fixing of GI Nipple of Medium class as per CPWD specification & direction of the of the Engg-in-charge.\n | |||
| 20 | 7.01 | A) 15 mm dia,150 mm long | 150 | No. | |
| 21 | 8 | Providing and fixing G.I. Full Way Valve as per CPWD specification & direction of the Eng-In-Ch. | |||
| 22 | 8.01 | i) 40 mm dia. | 20 | No. | |
| 23 | 8.02 | ii) 50 mm dia. | 20 | No. | |
| 24 | 9 | Providing & laying of Flexible PVC Pipe (conforming to IS: 7634) complete as per specification and direction of the Engg-in-charge (cost of earth work and fitting will be paid separately).\n | |||
| 25 | 9.01 | i) 15 mm dia. | 1000 | M | |
| 26 | 9.02 | ii) 20 mm dia. | 500 | M | |
| 27 | 9.03 | iii) 25 mm dia. | 500 | M | |
| 28 | 10 | Excavation trenches of required width for pipes cable etc in/c excavation of sockets & dressing of sides, ramming of bottom depth upto 1.5m in/c getting out the excavated soil as required in layer not exceeding 20m in depth in/c consolidating each deposited layer by ramming watering etc., & dressing of surplus excavated soil as per direction of the Engineer-in-charge\nA. for UPVC pipes in new work. \nIn all kinds of soil.\n | |||
| 29 | 10.01 | i) For Pipe not exceeding 90 mm dia. | 3429 | M | |
| 30 | 11 | Providing & fitting, fixing GI Bend/Elbow in the pipeline in/c testing of joints complete as per CPWD specification & direction of the Engg-in-Ch. \n | |||
| 31 | 11.01 | i) 15 mm dia. | 100 | No. | |
| 32 | 11.02 | ii) 20 mm dia. | 100 | No. | |
| 33 | 11.03 | iii) 25 mm dia. | 20 | No. | |
| 34 | 11.04 | iv) 40 mm dia. | 20 | No. | |
| 35 | 11.05 | v) 50 mm dia. | 20 | No. | |
| 36 | 12 | Providing & fixing GI Equal Tees in the pipeline in/c testing of joints complete as per CPWD specification and direction of the Engg-In -Ch. | |||
| 37 | 12.01 | a) 15 X 15 X 15 mm dia. | 20 | No. | |
| 38 | 12.02 | b) 20 X 20 X 20 mm dia. | 15 | No. | |
| 39 | 12.03 | c) 25 x 25 x25 mm dia. | 15 | No. | |
| 40 | 12.04 | d ) 40 X 40 X 40 mm dia. | 10 | No. | |
| 41 | 12.05 | e) 50 X 50 X 50 mm dia. | 10 | No. | |
| 42 | 13 | Providing & fixing GI Un-equal Tees in the pipeline in/c testing of joints complete as per CPWD specification and direction of the Engg-In -Ch. \n | |||
| 43 | 13.01 | a) 20 x 20 x 15 mm dia. | 20 | No. | |
| 44 | 13.02 | b) 25 x 25 x 20 mm dia. | 20 | No. | |
| 45 | 13.03 | c) 25 x 25 x 15 mm dia. | 20 | No. | |
| 46 | 13.04 | d) 40 X 40 X 15 mm dia. | 20 | No. | |
| 47 | 13.05 | e) 40 x 40 x 20 mm dia. | 20 | No. | |
| 48 | 13.06 | f) 40 x 40 x 25 mm dia. | 20 | No. | |
| 49 | 13.07 | g ) 50 X 50 X 15 mm dia. | 20 | No. | |
| 50 | 13.08 | h) 50 x 50 x 20 mm dia. | 15 | No. | |
| 51 | 13.09 | i) 50 x 50 x 25 mm dia. | 15 | No. | |
| 52 | 13.1 | j) 50 x 50 x 40 mm dia. | 15 | No. | |
| 53 | 14 | Providing & fixing GI Reducer with the pipeline in/c testing of joints complete as per CPWD specification & direction of the Engg-In-Ch.\n | |||
| 54 | 14.01 | a) 20 x 15 mm dia. | 20 | No. | |
| 55 | 14.02 | b) 25 x 15 mm dia. | 15 | No. | |
| 56 | 14.03 | c) 25 x 20 mm dia. | 20 | No. | |
| 57 | 14.04 | d) 40 x 15 mm dia | 15 | No. | |
| 58 | 14.05 | e) 40 x 20 mm dia. | 15 | No. | |
| 59 | 14.06 | f) 40 x 25 mm dia. | 15 | No. | |
| 60 | 14.07 | g ) 50 x 15 mm dia | 15 | No. | |
| 61 | 14.08 | h) 50 x 20 mm dia | 10 | No. | |
| 62 | 14.09 | i) 50 x 25 mm dia. | 10 | No. | |
| 63 | 14.1 | j) 50 X 40 mm dia | 15 | No. | |
| 64 | 15 | Providing & fixing GI Socket as per CPWD & direction of the Engg-In-Ch.\n | |||
| 65 | 15.01 | i) 15 mm dia. | 99 | No. | |
| 66 | 15.02 | ii) 20 mm dia. | 50 | No. | |
| 67 | 15.03 | iii) 25 mm dia. | 40 | No. | |
| 68 | 15.04 | iv) 40 mm dia. | 20 | No. | |
| 69 | 15.05 | v) 50 mm dia. | 20 | No. | |
| 70 | 16 | Providing and fixing GI Union as per CPWD specification & direction of the Engg-In-Ch.. \n | |||
| 71 | 16.01 | i) 15 mm dia. | 50 | No. | |
| 72 | 16.02 | ii) 20 mm dia. | 50 | No. | |
| 73 | 16.03 | iii) 25 mm dia. | 20 | No. | |
| 74 | 16.04 | iv) 40 mm dia. | 20 | No. | |
| 75 | 16.05 | v) 50 mm dia. | 20 | No. | |
| 76 | 17 | Making Road crossing by Horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Engg-in-charge\n | |||
| 77 | 17.01 | A. manual means | 100 | M | |
| 78 | 18 | Providing & fitting, fixing PVC / Plastic Bib Cock conforming to IS: 9763 in hydrant points at defferent location as per specificatio & direction of the Engg-in-charge.\n | |||
| 79 | 18.01 | i) 15mm dia PVC/Plastic bib cock | 150 | No. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
