Tender For Maintenance Of Different L.I Schemes Of 58- Panisagar A.C Within Panisagar Nagar Panchayat And Damcherra Rd Block Under W.R Sub-Division Panisagar, North Tripura During The Year 2026-27/ Sh:- maintenance Of Upvc Distribution System.
Tender Overview
Project Description
Tender for Maintenance Of Different L.I Schemes Of 58- Panisagar A.C Within Panisagar Nagar Panchayat And Damcherra Rd Block Under W.R Sub-Division Panisagar, North Tripura During The Year 2026-27/ Sh:- maintenance Of Upvc Distribution System.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in- charge (Rate excluding the cost of NTP control valve).80 X 50 mm dia |
| 2 | 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.a) 90 mm dia |
| 3 | b) 110 mm dia |
| 4 | c) 140 mm dia |
| 5 | d) 160 mm dia |
| 6 | 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.a) 140 mm dia |
| 7 | b) 160 mm dia |
| 8 | Labour charge of dismantaling C.I sluice valve in/c earth cutting dismantling brick work,C.C work after repairing the same refitting,fixing with necessary nut,bolts etc complete.a) 125 mm dia |
| 9 | b) 150 mm dia |
| 10 | c) 200 mm dia |
| 11 | Supplying and fitting fixing of C.I Spindled of approved quality nuts revolving.a) 125 mm dia |
| 12 | b) 150 mm dia |
| 13 | c) 200 mm dia |
| 14 | Providing & fixing C.I. sluice valve (with CAP) complete with bolts, nuts, rubber indertions etc. ( the tail piece if required will be paid separetely ) as per CPWD specification and direction of the Engineer-in-charge. a) 100 mm dia PN-1.6 |
| 15 | b) 125 mm dia PN-1.6 |
| 16 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge.Unequal Teea) 315 x 315 x 250 mm dia |
| 17 | b) 250x250x200 mm dia |
| 18 | c) 250x250x160 mm dia |
| 19 | d) 200 x 200 x 160 mm dia |
| 20 | e) 200 x 200 x 140 mm dia |
| 21 | f) 160 x 160 x 140 mm dia |
| 22 | g) 160 x 160 x 110 mm dia |
| 23 | h) 160 x 160 x 90 mm dia |
| 24 | i) 140 x 140 x 110 mm dia |
| 25 | j) 110 x 110 x 90 mm dia |
| 26 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.equal Teea) 110 x 110 X 110 mm dia |
| 27 | b) 140 x 140 X 140 mm dia |
| 28 | c) 160 x 160 X 160 mm dia |
| 29 | d)315x315x315 mm dia |
| 30 | e)200x200x200 mm dia |
| 31 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.a) 315x250 mm dia |
| 32 | b) 250x200 mm dia |
| 33 | c) 200x160 mm dia |
| 34 | d) 160x140 mm dia |
| 35 | e) 140x110 mm dia |
| 36 | f) 110x90 mm dia |
| 37 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.a) 160 mm dia |
| 38 | b) 140 mm dia |
| 39 | c) 110 mm dia |
| 40 | d) 90 mm dia |
| 41 | Excavating trenches of required width for pipes, cables, etc.including excavation for sockets and dressing of sides ramming of bottoms , depth minimum 1.25m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering etc. and disposal of surplus excavated soil as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge.A) All kinds of soil.a) Pipe , cables etc. exceeding 75mm dia but not exceeding 160 mm dia . |
| 42 | b) Pipe , cables etc. exceeding 200 mm dia but not exceeding 315 mm dia . |
| 43 | Dismentalling of existing PVC pipe from underground including necessary earth cutting etc. and dismentalled pipes, couplers, tees, etc properly stacking in safe site as per CPWD Specification & direction of Engineer-in-charge.a) Pipes,cables etc exceeding 75 mm dia but not exceeding 315 mm dia. |
| 44 | Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in charge.a) 90 mm dia |
| 45 | b) 110 mm dia |
| 46 | c) 140 mm dia |
| 47 | d) 160 mm dia |
| 48 | e) 200 mm dia |
| 49 | f) 250 mm dia |
| 50 | g) 315 mm dia |
| 51 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with steel primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge. |
| 52 | Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately)a) 315 mm dia |
| 53 | b)250 mm dia to 110 mm dia. |
| 54 | c) 90 mm dia. |
| 55 | Providing and fixing G.I. pipes of heavy class as per I.S. 1239 with latest amendment complete with G.I. fittings i/c trenching refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in -Charge. (External work) i) 125mm dia. nominal bore. |
| 56 | ii) 150 mm dia. nominal bore. |
| 57 | Providing & fitting fixing of GI flange (10 mm wall thickness) by welding with MS pipe and placing position as per specification and the direction of the Engineer-in-charge.a) 150 mm dia |
| 58 | b) 125 mm dia |
| 59 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.a) 150 mm dia |
| 60 | b) 125 mm dia |
| 61 | Repairing of Manifold by welding cutting and re-fixing complete as per direction of the Engineer-in-Charge with successful trial run. |
| 62 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. Please Enable Macros to View BoQ information |
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