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| 1 | Providing and fixingat site with necessary packing,Vertical Turbine pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Discharge 61 to 70 LPS and head 41 to 50 M (2NOS.) - 63.24 LPS AND 50M HEAD |
| 2 | Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC |
| 3 | Supplying, erecting, testing & commissioning of Hand operatedTravelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traversemechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook fromswiveling,brakesfor liftinggear, suitable parameters and as per the direction of the Engineer. for the above parameters and as per the direction of the Engineer.2 MT CapacitySpan 3 M and Lift 3 M |
| 4 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils upto 1.5 mtrs |
| 5 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 6 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 7 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 8 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 9 | Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement |
| 10 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.up to 1.5 mAll kinds of soils 1.2x1.2x.6 |
| 11 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 12 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mixlong wall |
| 13 | short wall |
| 14 | cover ( no floor, PCC shall be finished) |
| 15 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.Long wall-2x2 |
| 16 | Short wall -2x2 |
| 17 | cover |
| 18 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)taking steel @ 125 kg/cum of CC=0.36cum |
| 19 | Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t |
| 20 | Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls.Long walls-2x2 |
| 21 | short wall -2x24 |
| 22 | floor and cover -3 |
| 23 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils , up to a depth of 1.5 m |
| 24 | Add extra for additional foundation depth of 0.5 m over 1.5 mfor extra 1.5 m or part there of beyond 1.5 m |
| 25 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 26 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design MixLong walls 2 |
| 27 | short walls 2 |
| 28 | floor and cover |
| 29 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.Long walls 2x2=4 |
| 30 | short walls 2x2=4 |
| 31 | cover 1 |
| 32 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)taking 125 kg/cum of CC |
| 33 | Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t |
| 34 | Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls.Long walls-2x2 |
| 35 | short wall -2x24 |
| 36 | cover -2 |
| 37 | MS rungs to facilitate going down and coming up for operations. |
| 38 | Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50Mtr. Hard / dense soil upto 1.50 mtr. |
| 39 | Providing and laying cement \"concreting including curing, compaction etc. complete using stone aggregate 40 mm nominal size in foundation and plinth, excluding cost of shuttering, using 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) |
| 40 | Providing & laying cement concrete for all RCC workincluding curing, compaction etc complete using stone aggregate 40mm nominal size (crusher broken) in foundation plinth, excluding the cost of shuttering using 1 cement : 1.5 sand : 3 aggregate |
| 41 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 50 mm dia.B class |
| 42 | Centering and shuttering with ply \"wood or steel sheets including \"strutting, propping, bracing \"bothways and removal of formwork \"for superstructure upto 4.5 m height above plinth level for walls (any thickness) including attached pilaster, buttresses etcUpto plinth level |
| 43 | Labour and welding charges including cost of flanges |
| 44 | Locking facility with MS box |
| 45 | Repair and extension of existing Pump House at Gajani Intake |
| 46 | Repair and extension of existing Pump House at Chandawal HW |
