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| 1 | 1.Construction of Concrete Road and Retaining wall (Poongottu- Mandaram Road-432.00 m ) at Kurumpalloor - Pongottu SC Colony |
| 2 | 2.6.1Earth 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.All kinds ofsoil |
| 3 | 4.1.8Providing and laying in position cement concrete of 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 40nominal size) |
| 4 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 5 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,girders bressumers and cantilevers |
| 7 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 8 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 9 | 50.2.26.1Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. |
| 10 | 51.2.3Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelingthe top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade |
| 11 | 16.1Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity afterexcavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 12 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 13 | 2.Construction of RCC Culvert and RCC Retaining Wall at SC Colony Kurumbaloor |
| 14 | 2.6.1Earth 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.All kinds ofsoil |
| 15 | 4.1.8Providing and laying in position cement concrete of 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 40nominal size) |
| 16 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 17 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,Abutments, Posts and Struts |
| 18 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 19 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 20 | 3.Construction of Well and Water Supply Project at SC Colony Kurumbaloor |
| 21 | 2.6.1Earth 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 excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds ofsoil |
| 22 | 50.18.9.8.1Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching,refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 |
| 23 | 50.18.9.7.1 Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 |
| 24 | 50.18.7.6.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. Thisincludes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall |
| 25 | 50.18.9.4.1Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching,refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 |
| 26 | 50.18.9.3.2Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 |
| 27 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 28 | 18.51.1Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore |
| 29 | 50.18.9.20.2Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow |
| 30 | 50.18.9.20.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 63 mm dia Bend |
| 31 | 50.18.9.20.10Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 63x50 mm dia Reducer |
| 32 | 50.18.9.21.2Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -75 mm dia 45 degree Elbow |
| 33 | 50.18.9.21.5Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -75x75x75 mm dia Tee |
| 34 | 50.18.9.21.10Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -75x63 mm dia Reducer |
| 35 | 50.18.9.21Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 75 mm dia Elbow |
| 36 | 50.18.9.21.4Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 75 mm dia Bend |
| 37 | od44072/2024_2025Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 32x25 mm dia Reducer |
| 38 | od44073/2024_2025Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 50x32 mm dia Reducer |
| 39 | od44074/2024_2025Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -50mm dia 45 degree Elbow |
| 40 | od44075/2024_2025Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -25 dia 45 degree Elbow |
| 41 | od44076/2024_2025Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement -32 dia 45 degree Elbow |
| 42 | od44077/2024_2025Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVCsolvent cement - 50mm dia Bend |
| 43 | 18.32.1Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With commonburnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 44 | 18.18.3Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floatscomplete:25 mm nominal bore |
| 45 | 18.19.4.2Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominalboreVertical |
| 46 | 18.98.7Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.Valve Connector.For 48.60 mm outer dia X 50 mm nominal dia threaded |
| 47 | 18.97.11Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.Male Thread Connector/ Adapter.For 48.60 mm outerdia X 50 mm nominal dia threaded |
| 48 | 18.96.12Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V- profile or M- profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineering in -charge.Female Thread Connector/ Adapter.For 48.60 mm outer dia X 50 mm nominal dia threaded |
| 49 | od44078/2024_2025Supplying and fixing single phase submersible motor pump 1.5 HP including starter, 1\" 1.50 \"suction hose/pvc pipe ,Rope, D.P Switch,Electrical fittings & all other accessories ( all items branded) includinglabour charges etc.complete. |
| 50 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 51 | 2.9.2Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) |
| 52 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 53 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 54 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases ofcolumns, etc for mass concrete |
| 55 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 56 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 57 | 2 Pond |
| 58 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 59 | 2.9.1Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock |
| 60 | 2.9.2Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) |
| 61 | 4.1.8Providing and laying in position cement concrete of 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 40nominal size) |
| 62 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 63 | 5.9.12Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 64 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) includingattached pilasters, butteresses, plinth and string courses etc. |
| 65 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 66 | od46555/2024_2025Conveying handling and lowering RCC ring etc.complete as per the directions of Engineer in Charge |
| 67 | od46363/2024_2025Filling with 20mm metal in between cement concrete ring and grand sides etc. complete as per thedirections of Engineer-In-Charge. |
| 68 | 60.2.2Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set includingconveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 69 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete |
| 70 | 50.10.2Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete |
| 71 | 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation asapproved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet andpolyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shape wherever required. |
| 72 | 16.70.1Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm |
| 73 | 3 ELECTRICAL |
| 74 | 1.10.3Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C |
| 75 | 1.24.4Supplying and fixing following modular switch/ socket on the existing modular plate & switch boxincluding connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet |
| 76 | 90.6.5.12Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 Vgrade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface /recess conduit as required including giving necessary connections of the following sizes.3 core 2.50 sqmm |
| 77 | 90.14.1.1Fabrication, supply, conveyance, installation testing and commissioning of floor or wall mounting, dust and vermin proof, cubicle type MV panel board comprising of the following components/ devices & complying to IS 8623.
Fabrication of fully partitioned, dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 (with latest amendments) using CRCA sheet as per approved design and requirement, with front and rear access facility, bus bar chambers, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly. The measurments will be taken the area of the complete sheets used forpanel board including partitions, folding, shrouding etc.Supply and fabrication of MV panel board using 2.00mm CRCA sheet, powder coated (excluding base frame) |
| 78 | 2.14.2Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual currentcircuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete withconnections, testing and commissioning etc. as required.40 amps |
| 79 | 2.12.1Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB completewith connections, testing and commissioning etc. as required.40 amps |
| 80 | 2.10.1Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breakersuitable for inductive load of following poles in the existing MCB DB complete with connections, testingand commissioning etc. as required.Single pole |
| 81 | od46317/2024_2025Supplying, installing,testing and commissioning of wall mounted Single phase 2 wire energy meter withpoly carbonate body having range of 32 Amp with enclosure made out of powder coated fixing in surface/recess with fuse unit 32 amp with neutral link, its interconnection etc. The enclosure shall have lockabledoor with glass window and all mounting accessories etc.complete as required Including KSEB Charges |
| 82 | 4.Installation of Solar Street Lights in SC Colony Kurumbaloor |
| 83 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 84 | 4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40nominal size) |
| 85 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 86 | 5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases ofcolumns, etc for mass concrete |
| 87 | 51.18.12.8Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately)External work - 80 mm nominal dia |
| 88 | od46731/2024_2025Providing and fixing Solar panel and light, solar panel with 20 Watts battery of capacity 24Ah, LiFePO4 type and 3.2V, 20 Watt LED light with 2360 lumens and including necessary PVC insulated wires, automatic power on-off facility and fit to Iron pole with screws & clamps,including the cost of fixing etc.complete as per the instructions of Engineer-In-Charge. |
