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| 1 | safety shower water network |
| 2 | Supply and Laying galvanized iron pipesandfittings including supply of Teflontape,white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying ofpipeson sleeper, walls, erecting piping on columns, etc. for pump station,overheadtanks, etc. includingjoiningthepipesandfittings with threaded connections, hydrostatic testing ofthepiping,return of unused / scrap / unserviceable materials to owner\"s store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 3/4\" |
| 3 | Same as Sl. No: 10.01 above, but for 1 inch dia. nominal bore pipes (SCH.HVY PE, IS 1239 GALV.) |
| 4 | Same as Sl. No:-10.01 above, but for 1.5 inch dia. nominal bore pipes (SCH.HVY PE, IS 1239 GALV.) |
| 5 | Same as Sl. No:-10.01 above, but for 2 inch dia. nominal bore pipes. (SCH.HVY, IS 1239 GALV.) |
| 6 | Same as Sl. No. 10.01 above, but for 3 inch dia. nominal bore pipes (SCH.HVY, IS 1239 GALV.) |
| 7 | Same as Sl. No.10.01above, but for 4 inch dia. nominal bore pipes (SCH.HVY, IS 1239 GALV.) |
| 8 | Same as Sl. No.10.01 above, but for 6 inch dia. nominal bore pipes (SCH.HVY, IS 1239 GALV.) |
| 9 | \"The contractor shall supply and install the piping materials in items 80-110 as per the specification mentioned to CPCL and make arrangement for safe custody of the same at CPCL site beforestart of work - The quoted rate shall be inclusive of all charges viz.material cost, packaging & forwarding charges, transportation, insurance if any, contractor profit and overheads, etc. complete.\" |
| 10 | 4\" 150# Flange, SOFF SCRF, 125AARH, A 105 (Galv) along with necessary flange bolts, nuts & rubber gaskets, etc. |
| 11 | 3\" 150# Flange, SOFF SCRF, 125AARH, A 105 (Galv) along with necessary flange bolts, nuts & rubber gaskets, etc. |
| 12 | 2\" 150# Flange, SOFF SCRF, 125AARH, A 105 (Galv) along with necessary flange bolts, nuts & rubber gaskets, etc. |
| 13 | 3/4\" 150# Flange, SOFF SCRF, 125AARH, A 105 (Galv) along with necessary flange bolts, nuts & rubber gaskets, etc. |
| 14 | Providing and fixing brass gate valve with CI wheel of approved quality Brand with ISI mark (Screw ended) - 1 inch |
| 15 | Providing and fixing brass gate valve with CI wheel of approved quality Brand with ISI mark (Screw ended) - 1.5 inch |
| 16 | Providing and fixing brass gate valve with CI wheel of approved quality Brand with ISI mark (Screw ended) - 2inch |
| 17 | Providing and fixing brass gate valve with CI wheel of approved quality Brand with ISI mark (Screw ended) - 3 inch |
| 18 | Providing and fixing brass gate valve with CI wheel of approved quality Brand with ISI mark (Screw ended) - 4 inch |
| 19 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes - Class 1 having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing for non-embedded works. This includes jointing of pipes & fittings with on step CPVC solvent cement and testing of joints, scaffolding complete as per direction of Engineer-in-charge for pipes of 3/4\" dia - Dismantling and disposal of existing to be carried out if required |
| 20 | Same as Item-10.18 above, but for Pipes of dia 1\" |
| 21 | Same as Item-10.18above, but for Pipes of dia 1 1/2\" |
| 22 | Same as Item-10.18above, but for Pipes of dia 2\" |
| 23 | Same as Item-10.18above, but for Pipes of dia 3\" |
| 24 | Same as Item-10.18 above, but for Pipes of dia 4\" |
| 25 | Providing and fixing on wall face unplasticised rigid PVC - Sch. 40 rain water pipes/ water line pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories etc. complete. Rate inclusive of scaffolding, Dismantling and disposal of existing to designated place/scrap yard (PVC / Cast iron) to be carried out as directed if required -for pipes of Dia 6\" |
| 26 | Dismantling pipe lines of upto 6 inch dia including GI, PVC, CPVC, Cast iron, stone ware etc. including of all tools and tackles and disposal to scrap yard |
| 27 | Supply and Application of Coating and Wrapping by \"HOT Means\" -Supply and Installation of Coating and Wrapping as per the Scope of Work(With contractors material) -Corrosion Protection Tape Coating forunderground steel (Galvanised) pipelines. |
| 28 | \"PROVIDING, ERECTION & DISMNATLING OF SCAFFOLDING FOR ALL HEIGHTS: Job involves erection of scaffolding at the required locations using 1-1/2inch dia steel tubular pipes with suitable clamping arrangement ,providing steel gratings, access staircase system at required locationsfirmly tied on to the scaffolding pipes, removal of the steel gratings &scaffolding materials on completion of the job. The job shall becarried-out as per CPCL Scaffolding procedure. The job also includessupplying of all types of tools & tackles, lifting arrangements like chain pulley blocks, all consumables and labour to complete the job inall respects, supply & transportation of steelscaffolding materials &steel gratings to the work site etc. complete as per directions andapproval of Engineer-in-charge. The payment will be made once irrespective of duration of scaffolding. (To be used for maintenancework judicially, necessary deduction for scaffolding in the existingitem to be done.)\" |
| 29 | EARTHWORK IN EXCAVATIONinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means(Hydraulic Excavators) / Manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub-soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes,sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of Engineer-in-Charge. |
| 30 | Back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers for all depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m |
