Tender For Running Maintenance Of Uws Scheme During The Year 2026-27/ S.H:- Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Scheme Under Dws Sub-Division Teliamura (Gr.-I)
Tender Overview
Project Description
Tender for Running Maintenance Of Uws Scheme During The Year 2026-27/ S.H:- Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Scheme Under Dws Sub-Division Teliamura (Gr.-I)
BOQ
| Sl. No. | Item Description |
| 1 | Providing fixing and laying fabricated UPVC socket/coupler conforming to IS : 10124(part-2) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge. |
| 2 | i) 90mm OD |
| 3 | ii) 110 mm OD |
| 4 | iii) 140 mm OD |
| 5 | Providing fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with cuplers of same class conforming to IS : 10124 ( Pt- II) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.A. Class -3 ( Working pressure 6.0 kg/cm2) |
| 6 | i) 40 mm OD |
| 7 | v) 90mm OD |
| 8 | vi) 110 mm OD |
| 9 | vii) 140 mm OD |
| 10 | Providing fixing and laying fabricated UPVC bend of required degree conforming to IS: 10124 (P-8/9/10/11/12/13) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 11 | v) 90 mm dia |
| 12 | vi) 110 mm dia. |
| 13 | vii) 140 mm dia. |
| 14 | Providing fixing and laying fabricated UPVC end cap conforming to IS: 10124 (P-4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 15 | v) 90 mm dia |
| 16 | vi) 110 mm dia. |
| 17 | Providing fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (P-5) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 18 | v) 90x90 mm dia |
| 19 | vi) 110x110 mm dia. |
| 20 | vii) 140x140 mm dia. |
| 21 | Providing fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (P-3) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 22 | v) 110x90 mm dia |
| 23 | vi) 140x110 mm dia. |
| 24 | vii) 140x90 mm dia. |
| 25 | Supplying of wooden table with drawer to the right side of size: 48\\"x30'x30\\" for DTW scheme. |
| 26 | Supplying of armed plastic chair for DTW scheme. |
| 27 | Providing fixing and laying fabricated UPVC tai piece with MS flange(8mm thick) conforming to IS: 10124 (P-6) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge. |
| 28 | i) 40 mm dia |
| 29 | ii) 50 mm dia |
| 30 | v) 90 mm dia |
| 31 | vi) 110 mm dia. |
| 32 | vii) 140 mm dia. |
| 33 | Providing & fixing CI bibcock (long handle) as per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 34 | (i) 15 mm dia. |
| 35 | Proving & fixing GI full way valve as per chpater 20 of CPWD specification & direction of the Engineer in charge. |
| 36 | i) 15 mm dia |
| 37 | v) 40 mm dia |
| 38 | vi) 50 mm dia |
| 39 | Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 40 | ii) 15 mm nominal bore |
| 41 | Providing & fixing of GI socket as CPWD specification & direction of Engineer in charge. |
| 42 | i) 15 mm dia |
| 43 | v) 40 mm dia |
| 44 | vi) 50 mm dia |
| 45 | Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge |
| 46 | (i) 15mm dia |
| 47 | (v) 40 mm dia |
| 48 | (vi) 50 mm dia |
| 49 | Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 50 | i) 15mm dia 75mm long |
| 51 | Providing and fixing of CI non-return valve of approved quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge. |
| 52 | (a) 80 mm dia. |
| 53 | (b) 100 mm dia |
| 54 | (d) 150 mm dia |
| 55 | Providing & fixing Gi reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 56 | xiii) 50X40 mm |
| 57 | xxviii) 100x80 mm dia |
| 58 | xxxiv) 150x80 mm dia |
| 59 | xxxv) 150x100 mm dia |
| 60 | Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 61 | i)15 mm dia |
| 62 | iv) 40 mm dia |
| 63 | v) 50 mm dia |
| 64 | VI) 100 mm dia |
| 65 | vii) 150 mm dia |
| 66 | Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge. |
| 67 | A) By mechanical means |
| 68 | B) By menual means |
| 69 | Providing & fixing G.I. pipes medium class as IS :1239 with latest amendment complete with G.I. fittings including trenching & refilling, cutting & making good the walss etc. complete as per CPWD specification & direction of the Engineer- in- charge.A. External work. |
| 70 | v. 40 mm dia. nominal bore. |
| 71 | Providing & fitting, fixing CI sluice Valve (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely)as per CPWD specification and direction of Engineer-in-charge |
| 72 | (iii) 80 mm dia. (A) PN - 1.6 |
| 73 | (iv) 100 mm dia. (A) PN - 1.6 |
| 74 | (vi) 150mm dia. (A) PN - 1.6 |
| 75 | Providing & fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer in charge. |
| 76 | ii) 100 mm dia |
| 77 | iv) 150 mm dia. |
| 78 | Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m including getting out the excavated soil as required in layer not exceeding 20 cm in depth in consolidating each deposited layer by ramming, watering etc. & dressing of surplus excavated soil as directed within a lead of 50 m.(a) ordinary soilFor UPVC pipes in old worka. in all kinds of soil |
| 79 | i) for pipes not exceeding 90 mm OD |
| 80 | ii) for pipe exceeding 90 mm OD but not exceeding 300 mm OD |
| 81 | Providing & laying of Flexible pvc Pipe( conforming to IS : 7634) complete in/c earth work as per specificatio & direction of the Engineer In Charge ( cost of fittings will be paid separately) |
| 82 | a) 15 mm dia |
| 83 | Providing & fitting fixing ISI mark syntax as per direction of the Engineer in charge. |
| 84 | i)1000 litr. |
| 85 | Disconnection of the Existing ferrule, GI socket, union joints, bend etc from main pipe line and plugging the existing ferrule hole with GI plug in/c necessary cutting earth and refilling the same etc complete as per direction of the Engineer in charge. |
| 86 | Labour for removal of deposited iron forign materials etc from existing PVC pipe line by cgain lead pully system attached with required dia of cutter etc in/c necessary earth excavation dismantiling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc complete as per direction of the Engineer in charge. (pin point for cutting of PVC pipe line will be as per direction of the Engineer in charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at free of cost. |
| 87 | a) 140 mm dia to 90 mm dia. |
| 88 | Charges for 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 & direction of the Engineer-in-Charge. |
| 89 | iii. 80 mm dia A. PN-1.6 |
| 90 | iv. 100 mm dia. A. PN-1.6 |
| 91 | vi. 150 mm dia. A. PN-1.6 |
| 92 | Providing & fixing C.I. Double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification & direction of the Engineer- in -Charge,( The tail pieces, tapers etc. if recquired will be paid separately). |
| 93 | ii. 80 mm dia |
| 94 | iii. 100 mm dia |
| 95 | Providing and fitting fixing of fully Automatic Star Delta type motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. Complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. |
| 96 | i. 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 97 | ii. 35 HP/26 kw Relay range within 20-32 + 10% |
| 98 | Providing and fitting fixing steel sheet enclosed swich fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells/ BCH make etc complete as per specification and direction of the Engineer-in-charge. |
| 99 | ii. 63 amps |
| 100 | iii. 100 amps Please Enable Macros to View BoQ information |
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