Public Works Department-PWD has published Running Maintenance Of Rural Water Supply Scheme Under 15Th Fc / Sh: Extension And Mtc. Of Pvc, Ci, Di, & Gi Pipeline Including Washing Of Pipeline, Fitting Fixing Of Sluice Valves, Maintenance Of Irp, New Submersible Pumpset Of Sbdtw Scheme, Const. Submission Date for this Tender is 22-07-2022. Excavation Work Tenders in amarpur 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 work . In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 2 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | 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 6.0kg/cm2i)40 mm dia |
| 4 | ii) 90 mm dia |
| 5 | iii) 110 mm dia |
| 6 | iv) 140 mm dia |
| 7 | Providing and fixing GI pipes of 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. A. External work. i) 80 mm dia nominal bore |
| 8 | ii) 100 mm dia nominal bore |
| 9 | iii) 150 mm dia nominal bore |
| 10 | "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.i) 90 mm dia |
| 11 | ii)110 mm dia |
| 12 | iii)140 mm dia |
| 13 | 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). |
| 14 | 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). i) 15 mm dia |
| 15 | ii) 20 mm dia |
| 16 | iii) 25 mm dia |
| 17 | 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. i)90 mm dia |
| 18 | ii)110 mm dia |
| 19 | iii)140 mm dia |
| 20 | 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.i)90 x 90 mm dia |
| 21 | ii)110 x 110 mm dia |
| 22 | iii)140 x 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 per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia |
| 24 | ii) 90 mm dia |
| 25 | iii) 110 mm dia |
| 26 | 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 . i)110 x 90 mm dia |
| 27 | ii)140 x 110 mm dia |
| 28 | iii)140 x 90 mm dia |
| 29 | "Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge." i)90 mm dia |
| 30 | ii)110 mm dia |
| 31 | iii)140 mm dia |
| 32 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) 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 dia |
| 33 | ii)110 mm dia |
| 34 | iii)140 mm dia |
| 35 | Providing & fixing GI equal tee with the pipeline in/c testing of joints complete as per CPWD specification anddirection of the Engineer-in-charge… i) 100 x 100 x 100 mm dia |
| 36 | ii) 150 x 150 x 150 mm dia |
| 37 | Providing & fixing GI Unequal tee with the pipeline in/c testing of joints complete as per CPWD specification anddirection of the Engineer-in-charge………………… i) 100 x 100 x 80 mm dia |
| 38 | ..................... ii) 150 x 150 x 100 mm dia |
| 39 | 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. (i) 15 mm dia |
| 40 | (ii) 40 mm dia |
| 41 | ..................... iii) 80 mm dia |
| 42 | ..................... iv) 100 mm dia |
| 43 | ..................... v) 150 mm dia |
| 44 | Providing and fixingG.I. Socketas per CPWD specification and direction of the Engineer - in- Charge. (i) 15 mm dia |
| 45 | (ii) 40 mm dia |
| 46 | Providing and fixingGI union as per CPWD specification and direction of the Engineer - in- Charge. (i) 15 mm dia |
| 47 | (ii) 20 mm dia |
| 48 | (iii) 25 mm dia |
| 49 | (iv) 40 mm dia |
| 50 | 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.i) 100 x 80 mm dia |
| 51 | ii) 150 x 100 mm dia |
| 52 | Providing and fixingbrass ferrule with C.I. cover conforming to IS : 2692 including borring and tapping the main as per CPWD specification and direction of the Engineer - in- Charge. i) 10 mm nominal bore |
| 53 | (ii) 15 mm nominal bore |
| 54 | Providing and fitting fixingPVC / Plastic Bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer - in- Charge. i) 15 mmdia PVC / Plastic Bib cock |
| 55 | Providing and fitting fixing of GI flange (10 mm wall thickness) by welding with GI/MS pipe and placing position as per specification and direction of the Engineer-in-charge. (i) 80 mm dia |
| 56 | (ii) 100 mm dia |
| 57 | (iii) 125 mm dia |
| 58 | (iv) 150 mm dia |
| 59 | Providing and fitting fixing of C.I. Sluice valve spandle with thread as per direction of the Engineer-in-charge (i) 150 mm dia |
| 60 | (ii) 100 mm dia |
| 61 | Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. (A) 80 mm dia,PN-1.6 |
| 62 | (B) 100 mm dia,PN-1.6 |
| 63 | (D) 150 mm dia,PN-1.6 |
| 64 | Supplying and fitting fixing of KIOSK(Size 450mm x 200mm x 850)fiited with 4 Nos support of 75mm x 75mm (^mm thick) MS angle of embedding with 1:2:4 cement concrete base(size:300mmx300mmx600mm) with proper locking arrangement and coating with anti corrosive paints(both inside and outside)in/c complete in all respect as per direction of the Engineer – in – charge. |
| 65 | Providing and fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 plate conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc complete as per direction of the Engineer-in-Charge. |
| 66 | "Providing andfixing CIDF Butterfly valvewith bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately)……… i)150 mm dia. |
| 67 | Repairing of non-functionalAirBlower of 300m³/hr. Capacity by dismantling, replacement of damaged parts , oiling, breezing and re-assembling, re-alignment and mtc. Pulley, motor, pally etc to make the Blower functional as per direction of the Engineer -in-charge. |
| 68 | Rewinding of Horizontal motor suitable for centrifugal pumps by complete dismantling in/c. providing & rewinding with super enamelled copper conductor (as per IS : 13730 part-3) conductor & all necessary spare parts & re-assembling the same including servicing of rotor & necessary trial run as per specification & direction of the Engineer-in -chagre. (i) 0.5 - 1.5 HP |
| 69 | 2.0 HP |
| 70 | 3.0 - 5.0 HP |
| 71 | Providing & fitting fixing of Electrical starter of approved quality for compressor and agitator as per departmental sample demolishing the existing damaged starteras per direction of the Engineer-in-charge. |
| 72 | Distempering with dry distemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge. |
| 73 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge |
| 74 | Painting with synthetic enamel paint ( one or more coats ) of required colour of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer in charge. |
| 75 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 76 | 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. |
| 77 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 78 | 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: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 79 | Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm as per relevant IS specification and direction of Engineer-in-charge. (i) 100 mm dia |
| 80 | Providing and fitting fixing MS foot valve as per relevant IS specification and direction of Engineer-in-charge. (i) 100 mm dia |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
