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| 1 | Detailed Surveying of the route using total station and GPS instrument along the alignment fixed by the Board, preparation of the longitudinal profiles of the route showing all site details of the terrain including GPS coordinates of all tower location for the Km for full width of the line route, plotting of tower locations with details of types and extensions to towers, preparation of tower schedule, calculations involving sag and tension of conductors, preparation and supply of one copy of the approved sag template on transparent acrylic plastic sheet. Supply after completion of all the stub setting works, two paper print copies and one laminated copy of the approved profile drawing and route map with the final tower locations marked along with the soft copy in Auto CAD format as directed by board staff(for 110kv line, ROW- 22m). |
| 2 | Conducting check survey setting out towerposition on ground, pit marking, all confirming to the approved profile, and tower schedule using digital Theodolites / total station etc. as directed by the board staff. |
| 3 | Marking the trees as specified with using enamel paint of approved quality and shades as specified, letters/figures of height 2.5 cm to 5 cm including all charges of labour and cost of materials etc complete. |
| 4 | Transport of materials issued departmentally for the works from Departmental store Angamaly and distribution to locations for erection including storage if necessary loading and unloading and stacking charges etc. as directed by board staff - general area Line and Earth conductors by lorry |
| 5 | Transport of materials issued departmentally for the works from Departmental store Angamaly and distribution to locations for erection including storage if necessary loading and unloading and stacking charges etc. as directed by board staff - general area Insulators and accessories, power conductor accessories etc. |
| 6 | Transport of materials issued departmentally for the works from Departmental store Angamaly and distribution to locations for erection including storage if necessary loading and unloading and stacking charges etc. as directed by board staff - general area Tower extension and other structures and all other materials including earthing materials etc. |
| 7 | Bailing out water with engine and pump set including conveyance to site and erection cost of fuel, lubricating oil and other stores, pay of staff etc. complete. |
| 8 | Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means over areas exceeding 30 cm 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 1.5 m |
| 9 | Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means over areas exceeding 30 cm 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 1.5 m to 3m |
| 10 | Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means over areas exceeding 30 cm 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 3m to 4.5m |
| 11 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 1.5 m, as directed by Engineer-in-charge - Ordinary rock |
| 12 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 1.5 m to 3m, as directed by Engineer-in-charge - Ordinary rock |
| 13 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 3 m to 4.5 m, as directed by Engineer-in-charge - Ordinary rock |
| 14 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 1.5 m, as directed by Engineer-in-charge - Hard rock require blasting |
| 15 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 1.5 m to 3m, as directed by Engineer-in-charge - Hard rock require blasting |
| 16 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm 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 3 m to 4.5m, as directed by Engineer-in-charge - Hard rock require blasting |
| 17 | Excavation in rock and boulders above 500 dm3 in size by non explosive agent/splitter or any other method with out resorting to the use of conventional explosive materials with jack hammer etc. drilling, conveying and disposing the unserviceable materials within 50m leads and all lifts, cost of compressed air, jack hammer, water, etc. |
| 18 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered Depth not exceeding 1.5 m |
| 19 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered Depth exceeding 1.5 m but not exceeding 3 m |
| 20 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered. Depth exceeding 3 m but not exceeding 4.5 m |
| 21 | Drilling holes for providing anchor /dowel bars varying in depth and diameter in rock or concrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixing dowel bars including cost of all materials,labour etc. complete as per specification and drawings. |
| 22 | Providing anchor bars using TMT steel bend, jumped etc. including cost and conveyance of steel labour charges etc, complete as per the specifications and drawing as directed by the departmental officers. |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Fabricating the given angle iron suitable for stub and cleat (GI members,bolt & nut will be supplied free of cost at site) |
| 25 | Rubble pitching/ Rough stone dry packing to lines and levels including cost of all materials, conveyance, labour charges, etc. complete as per specifications. |
| 26 | Stub setting (using template/probe) for 110kV towers. Erection of stub, stub template, fixing of jack for supporting template, alignment and leveling for exact location of stubs of stub setting template, dismantling of template after completion of initial curing of Cement concrete, movement of template from one location to another complete, as directed by board staff - general area (For 110kV DC Tower) |
| 27 | Stub setting (using template/probe) for towers. Erection of stub, stub template, fixing of jack for supporting template, alignment and leveling for exact location of stubs of stub setting template, dismantling of template after completion of initial curing of Cement concrete, movement of template from one location to another complete, as directed by board staff - general area 110 kV MC TOWER |
| 28 | Stub setting (using template/probe) for towers. Erection of stub, stub template, fixing of jack for supporting template, alignment and leveling for exact location of stubs of stub setting template, dismantling of template after completion of initial curing of Cement concrete, movement of template from one location to another complete, as directed by board staff - general area 220 kV DC TOWER |
| 29 | Cement concrete 1:4:8 mixture with 40mm metal for tower footing in accordance with the specification including the cost of cement to be supplied by the contractor at site, conveyance charges of cement to site of work, all hire charges , watering, curing, etc, complete. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts For raised chimminy |
| 32 | Providing and laying in position ready mixed or site batched design mix cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 33 | Providing and laying in position ready mixed or site batched design mix cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 35 | Supplying and stacking good earth at site |
| 36 | Filing of holes (enlarging) |
| 37 | Drilling holes |
| 38 | Cutting of steel angles |
| 39 | Erection of tower super structure above ground level including erection of normal and special hill side extension members wherever necessary, providing tower accessories like phase, danger and number plates, bird guards, anticlimbing devices, including tighting, punching and tack welding upto bottom cross arm in the bolt and nut after punching and applying zink rich primer wherever necessaey etc. complete, as directed by board staff (For 110kV DC Towers) |
| 40 | Erection of tower super structure above ground level including erection of normal and special hill side extension members wherever necessary, providing tower accessories like phase, danger and number plates, bird guards, anticlimbing devices, including tighting, punching and tack welding upto bottom cross arm in the bolt and nut after punching and applying zink rich primer wherever necessaey etc. complete, as directed by board staff (For 110 kV MC Tower ) |
| 41 | Erection of tower super structure above ground level including erection of normal and special hill side extension members wherever necessary, providing tower accessories like phase, danger and number plates, bird guards, anticlimbing devices, including tighting, punching and tack welding upto bottom cross arm in the bolt and nut after punching and applying zink rich primer wherever necessaey etc. complete, as directed by board staff 220 kV DC TOWERS |
| 42 | Providing special type trussels For NH/SH, road crossing, |
| 43 | Dismantling of existing 7/10 or 7/3.15mm earth conductor from the tower detaching the clamps, connectors and line accessories from the conductor, winding and stacking the same at site |
| 44 | Dismantling 6 line DOG/ stranded copper conductor from the tower, detaching the clamps, connectors, line accessories from the conductor, and rewinding the conductors onto KSEBL provided drums, ensuring careful handling to avoid any damage or cuts and to maintain sutability for reuse |
| 45 | Rewinding of \\"WOLF ACSR/Al 59 Panther' from dilapidated conductor drums unsuitable for transporting/paving out on to serviceable conductor drums issued departmentally including all hire charges for tools & plants necessary for rewinding |
| 46 | Providing earthing in terminal tower as per standard specification by providing 150mm dia bore hole for a depth of 3.6m and placing of GI pipes 50mm dia GI \\"C\\" class 3m long into the bore including cost of 600mm dia RCC collar placing over the vearth pipe and connecting the earth pipe and tower leg using 7/3.66mm GI earth wire with legs connecting to the pipe and fixing necessary GI clamp etc. including drilling of bore cost of all lead and lift etc. complete |
| 47 | Providing counter poise type earthing where ever necessary for tower location including extra excavation in foundation pits of towers for fixing with G.I wire on both terminals for connection the GI pipe with tower leg refilling with excavated earth mixed with salt and charcoal as per standard specification including cost of S fabrication of legs for connection arrangement all other materials, transport all labourleads and lifts, etc., complete. |
| 48 | Random rubble masonry with hard stone in foundation and plinth including levelling up upto plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand ) including providing weephole |
| 49 | Plastering on the top of the revetment with 1:4 cement mortar 20mm thick |
| 50 | Pointing outer faces of revetment with cement mortar 1:3 |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 52 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 53 | Dismantling of tower super structure above Ground level including normal and special hill side extension members, detaching tower accessories, nut & bolts (where ever necessary) from the tower angles and stacking the same at site. |
| 54 | Transport of dismantled materials from the work site to Adimali Substation including storage if necessary loading and unloading and stacking charges etc. as directed by board staff Line and Earth conductors |
| 55 | Transport of dismantled materials from the work site toAdimali Substation including storage if necessary loading and unloading and stacking charges etc. as directed by board staff Insulators and accessories, power conductor accessories, earth conductor accessories etc. by lorry |
| 56 | Transport of dismantled materials from the work site to Adimali Substation including storage if necessary loading and unloading and stacking charges etc. as directed by board staff Tower extensions and other structures and all other materials including earthing materials etc. by lorry |
| 57 | Felling trees of the girth (Measure data height of 1M above ground level) including cutting of trunk sand branches, removing the roots and stacking of service able materials and disposal of unserviceable materials Beyond 30 cm girth and upto and including 60 cm girth |
| 58 | Felling trees of the girth (Measure data height of 1M above ground level) including cutting of trunk sand branches, removing the roots and stacking of service able materials and disposal of unserviceable materials Beyond 60 cm girth and upto and including 120 cm girth |
| 59 | Felling trees of the girth (Measure data height of 1M above ground level) including cutting of trunk sand branches, removing the roots and stacking of service able materials and disposal of unserviceable materials Beyond120 cm girth and upto and including 240 cm girth |
| 60 | Felling trees of the girth (Measure data height of 1M above ground level) including cutting of trunk sand branches, removing the roots and stacking of service able materials and disposal of unserviceable materials Above 240 cm girth |
| 61 | Paving out, stringing and tensioning OF POWER CONDUCTORS including attaching insulator strings with arcing horns or rings onto the tower cross arms, clamping the conductor to the insulator strings using suspension clamps with armour rods and tension clamps, jumpering the conductors attension points, jointing the conductor sand pilot wire wherever necessary, installation of vibration dampers hire charges of tractor and stringing tools, etc. Complete.(Base data for ACSR panther)(For 6 Line Wolf or Al 59 Panther) |
| 62 | Paving out, stringing and tensioning as per standard one OPGW including fixing the conductors on to the tower top using tension clamps and suspension clamps, jumpering the conductor at tension points, jointing of conductor wherever necessary, erection of earthbonds ,installation of joint boxes,and its termination ,hire charges for pulling machines, tractors and stringing tools, all hire and labour for protective trestles and providing suitable back strings at the time of stringing etc complete..Preinstallation test (drum test),Post installation test , splicing and link test (End To End). |
| 63 | Installation of unarmoured under ground optical fibre cable (UG OFC 24/48 Fibre DWSM) at 110kV Substations through existing cable trench by removing concrete slab, installation of HDPE pipe etc. Pre-installation test (Drum test), Post installation test, splicing and link test (end to end) and placing back concrete slabs as good as in original condition |
| 64 | Installation, testing and commissioning of FODP 48 fibre and termination of UG cable |
| 65 | Supply of FODP (48 Fibre) indoor type with FC-PC coupling and pig tails (5meter each) |
| 66 | Supply of PLB HDPE pipe including all accessories for OFC UG cable |
| 67 | Manufacturing, Testing & Supply 48 Fiber (DWSM) OPGW Cable |
| 68 | Supply of Hardware set for 48 fibre OPGW OFC including cable fittings and all accessories |
| 69 | Joint Box (48 Fibre) 4 way |
| 70 | Self Supporting Cubicle of Size 1220X600X600 mm suitable for 96 fibre (Fibre Optic Distribution Panel (FODP)) |
| 71 | Supply of Unarmoured underground Optical Fibre Cable, 48 Fibre, DWSM |
| 72 | Providing Tack welding of all bolts and nuts in the erected towers from ground level to the crossarm bottom level in the tower including painting of bolts & nuts with two coats of best quality of Anti corrosive paint after cleaning the surface and approved by the Engineer at site incuding the cost of paint and all other materials hire charges for diesel generator and welding transformer all labour transport charges etc complete. |
| 73 | Soil Testing at selected locations along the line route by competent authority using appropriate testing equipments including shifting charges and submitting the soil test results for approval from KSEBL complete Mobilization including transportation of all necessary plant and equipments and materials of boring, field testing and sampling and demobilization after completing work for machine boring including Laboratory test report wrth recommendation |
| 74 | Setting up of boring at each bore holes location including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore holes location for machine boring- soil/soft rock For soil testing |
| 75 | Setting up of boring at each bore holes location including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore holes location for machine boring in Hard rock For soil testing |
| 76 | Construction of earthern ring bunds for bailing out water for excavation for foundation and stubsetting, including shoring, if necessary, with plaited coconut cadjan and bamboos, etc. Bunds upto 0.5 m height, 1 m bottom width and 0.5 m top width |
| 77 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) |
| 78 | Providing portland cement at site including all cost and conveyance et. Complete for excess cement if used as per design mix for item No. 30 above. Please Enable Macros to View BoQ information |
