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| 1 | Replacing existing old pumping and water supply pipelines with New HDPE pipelines |
| 2 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electrofusionweldingusingautomaticoRsemiautomaticelectrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete including cost of pipe and fittings.90 mm OD HDPE pipe (HDPE 100 AND PN 10) including all specials |
| 3 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete including cost of pipe and fittings. 110 mm OD HDPE pipe (HDPE 80 AND PN 10) |
| 4 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete including cost of pipe and fittings.50 mm OD HDPE pipe (HDPE 80 AND PN 10) |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 7 | SITC of Remote control LTLK M-Power+ GSM Module pro for Pump/Motor Starters with one year validity charged SIM |
| 8 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 9 | SITC of 4\\" gun metal valves with stainless steel shutters including cost of labour and materials and conveyance |
| 10 | SITC of 4\\" butterfly l valves with stainless steel shutters including cost of labour and materials and conveyance |
| 11 | SITC of 3\\" butterfly l valves with stainless steel shutters including cost of labour and materials and conveyance |
| 12 | SITC of 2\\" butterfly l valves with stainless steel shutters including cost of labour and materials and conveyance |
| 13 | SITC of 1 1/2\\" butterfly l valves with stainless steel shutters including cost of labour and materials and conveyance |
| 14 | SITC of 1 1/2\\" gun metal valves including cost of labour and materials and conveyance |
| 15 | SITC of pressure gauge oil filled to withstand pressure of 300psi including cost of labour and materials and conveyance |
| 16 | Constructing masonry Chamber 60x45x50 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for water metercomplete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/cnecessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand:10 graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete asper standard design :With common burntclay F.P.S.(non modular) bricks of class designation 7.5 |
| 17 | Supplying and fixing ofstainless steel flange including cost of labour and materials and conveyance |
| 18 | Supplying and fixing of nitrile rubber gaskets including cost of labour and materials and conveyance |
| 19 | Supplying and fixing of HDPE hose connecting joint including cost of labour and materials and conveyance |
| 20 | Supplying and fixing of pipe supporting GI rails including cost of labour and materials and conveyance |
| 21 | Supplying of U clamps with nuts and plate washers for fixing pipe over GI rails supports including cost of labour and materials and conveyance |
| 22 | Supplying of following items including cost of labour and materials and conveyance 15mm thread rods16mm anchor fasteners |
| 23 | Supplying and fixing of 11/2\\" air release valve with fittings including cost of labour and materials and conveyance |
| 24 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4,U V stabilized & anti-microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes testing of joints complete as per direction of Engineer- in- Charge. Internal work - Exposed on wallPN - 16 Pipe, 20mm OD (SDR-7.4) |
| 25 | PN - 16 Pipe, 25mm OD (SDR-7.4) for fixing air release valves |
| 26 | Constructing masonry Chamber 90x90x100 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design : With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 |
| 27 | Providing and fixing G.I Pipes complete with G.I fittings ( costof fittings to be paid separately) External work- 80mm nominal dia |
| 28 | UNFORESEEN Please Enable Macros to View BoQ information |
