Public Works Department-PWD has published Retrofitting Of Uws Scheme Under Ranirbazar Municipal Council Under The Jurisdiction Of Dws Sd, Jirania Sh Running Maintenance Of Pipe Line, Leakage, Remodeling, Extension Of Pvc Pipe Line With Other Allied Works During The Year 2021-22 Please Refer T. Submission Date for this Tender is 07-02-2022. Pipe Laying Tenders in agartala Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavating trenches of required widthfor 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. A. For UPVC pipes in new worka.In all kinds of soil |
| 2 | i) For pipes not exceeding 90 mm dia. |
| 3 | i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia. |
| 4 | 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). |
| 5 | i) 15 mm dia |
| 6 | ii) 32 mm dia |
| 7 | 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.A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 8 | i) 40 mm OD |
| 9 | ii) 90 mm OD |
| 10 | iii) 110 mm OD |
| 11 | iv) 140 mm OD |
| 12 | 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. completeas per specification & direction of the Engineer-in-charge. |
| 13 | i) 90 mm OD |
| 14 | ii) 110 mm OD |
| 15 | iii) 140 mm OD |
| 16 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 17 | i) 110 x 90 mm dia |
| 18 | ii) 140 x 110 mm dia |
| 19 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 20 | i) 90 mm dia |
| 21 | ii) 110 mm dia |
| 22 | iii) 140 mm dia |
| 23 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge. |
| 24 | i) 90 mm dia |
| 25 | ii) 110 mm dia |
| 26 | iii) 140 mm dia |
| 27 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 28 | i) 90 x 90 mm dia |
| 29 | ii) 110 x 110 mm dia |
| 30 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 31 | i) 90 mm dia |
| 32 | ii) 110 mm dia |
| 33 | 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. |
| 34 | i) 150 mm dia. |
| 35 | ii) 200 mm dia. |
| 36 | iii) 250 mm dia. |
| 37 | Providing flanged joints to double flanged C.I / D.I. pipes and special including testing of jointsas perCPWD specification and direction of the Engineer - in - charge. |
| 38 | i) 250 mm dia. |
| 39 | ii) 300 mm dia. |
| 40 | 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. |
| 41 | i) 10 mm nominal bore |
| 42 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different locationas per specification & direction of the Engineer-in-charge. |
| 43 | i) 15 mm dia PVC /plastic bib cock |
| 44 | 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. |
| 45 | i) 200 mm dia.A. PN - 1.6 |
| 46 | ii) 250 mm dia.A. PN - 1.6 |
| 47 | iii) 300 mm dia.A. PN - 1.6 |
| 48 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and up to 50 m lead etc. complete as per direction of the Engineer- in-charge:- |
| 49 | i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. |
| 51 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
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