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| 1 | 1) SITC (Supply Installation Testing and Commissioning) OF 8 Mtr LOWMAST LIGHTS WITH 4 Nos OF 100W LED FLOOD LIGHTS NEARANGANWADI JUNCTION - ELECTRICAL WORKS |
| 2 | 90.15.1.1Supply installation testing and commissioning of Octogaonal Pole made of hot dipgalvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mmbase plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 PartIII fixed head frame including round arm luminary carriage suitable to install 4/6 nosluminaries in symmetrical arrangement including connector foundation bolt 4 nosexisting RCC foundation and junction box etc, complete 8 Meters |
| 3 | 90.15.4.7Supply Conveyance, installation, testing and commissioning of 100W LED Floodlight output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chipmake Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internalsurge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98,RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartmentshould be seperatly accessible for maintenance (LM 79&80 certificates from NABLaccredited Third party lab to be produced mentioning chip manufacturer) |
| 4 | 90.14.1.2Fabrication, supply, conveyance, installation testing and commissioning of floor orwall mounting, dust and vermin proof, cubicle type MV panel board comprising ofthe following components/ devices & complying to IS 8623.Fabrication of fully partitioned, dust and vermin proof enclosure for panel assemblyas per form 4 of IS 8623 (with latest amendments) using CRCA sheet as per approveddesign and requirement, with front and rear access facility, bus bar chambers, hingeddoors for all switch gear compartments, earthing the doors using 4 sq mm braidedcopper conductor, providing necessary cut-outs for mounting meters, relays,indication lamps, bus bar interconnection etc, detachable covers for bus bar chamberand 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 anglesetc shall not be used for the fabrication of panel assembly. The measurments will betaken the area of the complete sheets used for panel board including partitions,folding, shrouding etc.Supply and fabrication of MV panel board using 1.6mm CRCAsheet, powder coated (excluding base frame) |
| 5 | 90.14.3.2Supply and providing heavy duty 'A' section neoprene gasket in the panel boardU'section rubber beeding suitable for 1.60/ 2.00 mm sheet |
| 6 | 90.14.5Supply and fabrication conveyance and installation of angle iron frame work for wallmounting panel board |
| 7 | OD283174/2025-2026Supply and fixing of 25A 2 Pole AC 1 rated power contactor, 25A Connector, Digitaltimer, Suitable Copper socket, 2.5 sq. mm ISI marked FRLS PVC insulated singlecore copper conductor cable, 1.5 sq.mm ISI marked FRLS PVC insulated single corecopper conductor cable. |
| 8 | OD283177/2025-2026Supply and fixing HRC fuse base of 20/32A using suitable nut and bolt, 32A 2-wayneutral links mounted on DMC/SMC base and 2.5 sq. mm ISI marked FRLS PVCinsulated single core copper conductor cable. |
| 9 | 2.14.2Supplying and fixing following rating, double pole, (single phase and neutral),240volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milliamperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.40 amps |
| 10 | 2.10.3Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Double pole |
| 11 | 2.10.1Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Single pole |
| 12 | 2.12.1Supplying and fixing following rating, double pole, 240 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required.40amps |
| 13 | 90.6.5.11Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVCsheathed 650/1100 V grade copper conductor round flexible cables conforming to IS694 part I 1960 in the existing surface / recess conduit as required including givingnecessary connections of the following sizes.3 core 1.50 sq mm |
| 14 | 5.3Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick includingaccessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke andsalt ) as required. |
| 15 | 90.16.4.2Supply and clamping the following sizes of strips on surface of wall / parapet/existing cable tray using clamps fabricated from 20 x3 mm GI flat duly painted orheavy duty GI spacer saddles, spacing of clamps not exceeding 1 m , making good thedamages, colour washing etc. as required ( for vertical run).25 x 3 mm GI strip |
| 16 | 90.16.1.3Supply and drawing bare earthing conductors of the following sizes along withwiring/ cables and giving connection as required3.15 mm copper conductor ( 10SWG) |
| 17 | 90.16.5.3Supply of superior quality copper earth socket for the following size of earthconductor including crimping etc. as required.3.15 mm (10 SWG) |
| 18 | 90.12.5.3Supply & laying of one number PVC insulated and PVC sheathed armouredaluminium power cable of 1.1KV grade of the following sizes in the existing RCC/HUME / STONE WARE/ GI/ DWC pipe as required.2 core 10 sq mm |
| 19 | 90.12.9.2Supplying, laying and jointing of the following sizes of double wall corrugated(DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanicalprotection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size |
| 20 | 9.1.2Supplying and making end termination with brass compression gland and aluminiumlugs forfollowing size of PVC insulated and PVC sheathed / XLPE aluminium conductorcable of 1.1 KVgrade as required.2 X 10 sq. mm (19mm) |
| 21 | OD283175/2025-2026Supplying, installing, testing and commissioning of wall mounted Single phase 2 wireenergy meter with Meter box poly carbonate body having range of 32 Amp withenclosure made out of powder coated 16 SWG sheet suitable for fixing in surface/recess with fuse unit 32 amp with neutral link, its interconnection etc. The enclosureshall have lockable door with glass window and all mounting accessories etc.complete as required Including all laison works & KSEB Charges. |
| 22 | OD283176/2025-2026Deposit for KSEB Post for bringing electric connection to Low mast pole. |
| 23 | 1) SITC (Supply Installation Testing and Commissioning) OF 8 Mtr LOWMAST LIGHTS WITH 4 Nos OF 100W LED FLOOD LIGHTS NEARANGANWADI JUNCTION - CIVIL WORKS |
| 24 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 25 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 26 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 27 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 28 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 29 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 30 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 31 | OD283179/2025-2026Supply and fixing Name Board of Project, with Angles ,Flats, Square Pipe, ACPSheet (complete 4 sides) including Nut and bolt etc complete. As per the directions ofEngineer-In-Charge |
| 32 | 2) ANGANWADI - INTERLOCK LAYING WORKS |
| 33 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 34 | 51.2.3Filling with Quarry Muck <br> Filling up low lying and water logged areaswith local material/ quarry muck, spreading in layers, leveling the top at site andconsolidation by ramming, etc complete for improving the CBR value of subgrade |
| 35 | 16.68Providing and laying 60 mm thick factory made cement concrete interlocking paverblock of M - 30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour andpattern over and including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 36 | 3) CONCRETE ROAD -127m PADINJARE VELLAMTHETTY-KIZHAKKEVELLAMTHETTY (NEAR GURUMANDIRAM) |
| 37 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 38 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 39 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 40 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 41 | 16.78.3Construction of granular sub- base by Providing close graded Material conforming tospecifications, mixing in a mechanical mix plant at OMC, Carriage of mixed materialby tippers to work site, for all leads & lifts, spreading in uniform layers of specifiedthickness with motor grader on prepared surface and compacting with vibratorypower roller to achieve the desired density, complete as per specifications anddirections of Engineer-in- Charge.With material conforming to Grade - III ( sizerange 26.5 mm to 0.075 mm) having CBR Value - 20 |
| 42 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 43 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 44 | 4) SUPPLY OF PLASTIC CHAIRS AT VELLAMTHETTY NAGAR |
| 45 | OD283921/2025-2026High-quality virgin plastic chair ,build for lasting durability. Ergonomic designensuring prolonged sitting comfort. Vibrant colours having a cheerful and attractiveappeal. Glossy finish on the chair adds an appealing touch . Easy to clean (Brandeditems).As per the directions of Engineer-In-Charge |
| 46 | 5) DR RETAINING WALL OF STREAM AT VELLAMTHETTY NAGAR |
| 47 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 48 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 49 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 50 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 51 | 4.3.2Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 52 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 53 | 6) RCC CULVERT NEAR ANGANWADI |
| 54 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 55 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 56 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 57 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 58 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 59 | 13.2.115 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1cement :4 fine sand) |
| 60 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 61 | 13.82.2Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound)content less than 50 grams/ litre, of approved brand and manufacture includingapplying additional coats wherever required, to achieve even shade and colour.Twocoats |
| 62 | 7) WATER TANK -18 HOUSES |
| 63 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. Please Enable Macros to View BoQ information , |
