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| 1 | Taking down Cement Plaster of any description on brick or stone walls or concrete surfaces, ceiling surfaces etc including raking out joints, hacking for key scrubbing down with water etc and removing rubbish to a distance exceeding 1.50 KM but not exceeding 5.0 KM complete all as specified and as directed. |
| 2 | M & L for rendering 15 mm thick to Stone masonry surfaces/ other than fair faces of brick work, or on one side of lathing in Cement Mortar 1:4 and finishing the top surface even and fair complete all as specified and as directed. |
| 3 | M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 4 | Demolition of existing RCC work of any description and any thickness in any position etc complete all as specified and as directed. |
| 5 | M & L for providing Precast RCC 1:1.5:3, Type A-1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], set in cement mortar 1:4 complete all as specified and as directed. |
| 6 | Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed. |
| 7 | Use and removal of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits [if any] of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed. sides of concrete |
| 8 | M & L for RCC 1:1½:3, Type A-1, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and as directed. |
| 9 | M & L for RCC 1:1½:3, Type A-1, using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc complete all as specified and as directed. |
| 10 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 11 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 12 | Demolition of Unreinforced Cement Concrete/bituminous surface in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance not exceeding 1.5 KM complete all as specified and as directed. |
| 13 | M & L for PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 14 | M & L for 100 mm thick, PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in Floors / Hard standing etc, surface finished even and smooth with out using extra cement and spike rolling to surfaces or making impressions of expanded metal, while the concrete is green complete all as specified and as directed. |
| 15 | M & L for two coats of synthetic enamel paint over one coat of primer to newly untreated surface of any dascription over 10cm width or girth, not otherwise described including preparation of surfaces complete all as specified and as directed. |
| 16 | M & L for One coat of synthetic enamel paint over one coat of primer to old painted surface of brick,stone,concrete etc over 10cm width or girth, not otherwise described including preparation of surfaces complete all as specified and as directed. |
| 17 | De-silting and Cleaning of existing Covered Drains / Open Drains of any cross section in any condition [including foul condition] by removing Silt, Grit, Mud, Debris, Sludge deposits, Pebbles, Large Stones of any shape including bailing out of water by mechanical pump if required and deposited to a distance not exceeding 1.5 KM for smooth flow of water complete all as specified and directed. |
| 18 | Dismantling of Mild Steel or Wrought Iron Work of any description not otherwise provided for complete all as specified and as directed. |
| 19 | S & F Mild Steel work confirming to Fe - 290, Grade E-165, as in framed work such as Grills, Gratings, Ladders etc with ends of bars shouldered and/or riveted, or forged into spikes, framed Guard Bars, Barred Iron Doors, Ladders, framed Balusters, Walk Ways, Railings, framework of Water Tanks and similar work complete all as specified and as directed. |
| 20 | S & F Mild Steel, Plain, Black Sheet, 1.60mm thick as in wall cladding,steel gates and similar work, cut to size, holes punched including round headed screws, clout nails or rivets and fixed to wood or steel members, etc. with plain 40 mm lap joints or welded / riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required complete all as specified and as directed. |
| 21 | M & L for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed. |
| 22 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil complete all as specified and as directed. |
| 23 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 24 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified and as directed. |
| 25 | M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified. |
| 26 | M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 27 | M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed. |
| 28 | M & L for preparing newly plastered wall surfaces and applying three coats of white washing complete all as specified and as directed. |
| 29 | M & L for removal of Rubber Deposits on Runway surfaces using Water Blasting-cum-Vacuume system with suitable operating pressure to remove total rubber deposits from the pavement surface without damaging the existing runway surface and maintaining the texture and surface condition of the pavement intact complete all as specified and directed. |
| 30 | M & L for two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area including necessary preparation of runway pavement surfaces by sweeping clean with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc., complete all as per manufacturer instructions, all as specified and as directed.Notes: [a] The work shall be got carried out by the manufacturer or his authorised applicator only.[b] Friction Test shall be measured and paid separately.[c] Make:- Polymeric Modified Emulsion (PME) brand Name:- EMULCOTE of M/s LN Petro Chem Pvt Ltd./HINMAT PLUS(PME) of Hinustan Colas Pvt Ltd. |
| 31 | M & L for Preparing the existing black top surfaces by brushing with wire brushes for removing caked mud, etc., sweeping with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc. and providing two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area complete all as per manufacturer instructions, all as specified and as directed.Note: [a] The work shall be got carried out by the manufacturer or his authorised applicator only.[b] Friction Test shall be measured and paid separately.[c] Make:- Polymeric Modified Emulsion (PME) brand Name:- EMULCOTE of M/s LN Petro Chem Pvt Ltd./HINMAT PLUS(PME) of Hinustan Colas Pvt Ltd. |
| 32 | M & L for Painting Lines, Dashes, Arrows, Letters, etc. by mechanical Airless sprayer unit to achieve requisite finish with Water based Acrylic Runway marking paint of White or Golden Yellow colour [as per existing colour] on old painted bituminous / concrete Roads, Pavements and the like exceeding 10cm width or girth including necessary preparation of surfaces by using Air blower to remove all dirt, scales, oil grease and foreign materials, etc. complete all as specified and as directed. |
| 33 | M&L for scrapping of existing water based paint/ reflective paint on rigid/ flexible pavement of runway by manually with wire brush, steel scrapper or by water Jet washer and brooming down the surface including removal of debris outside the runway, applying one coat of retro reflective yellow collour paint with black/white border cold applied type exceeding 10 cm width or girth and, applied by skilled painter/ applicator with machine (Air/ Airless spray application) to obtain wet film thickness of 400 microns in single coat and dry film thickness of 200 micron and coverage @ the rate of 0.4 to 0.5 litres per sqm and application of drop of glass beads Type IV (Reflective Index 1.5) @ 350 Grams per Sqm, complete all as specified and directed . |
| 34 | M&L for racking out old existing sealant compound and back up rod of the existing joints 10mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air,Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant. Thereafter filled closed cell, medium density, cross linked polyethylene foam backup rod of 12mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirement mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed. |
| 35 | M&L for racking out old existing sealant compound and back up rod of the existing joints 25 mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant. Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell, medium density, cross linked polyethylene foam backup rod of 30mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirement mentioned in BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed. |
| 36 | M & L for cleaning with compressed air, removal of all loose particle of concrete and filling with filling with a Mix of Epoxy Resin and Epoxy Hardener Compound in 2:1 ratio mixed thoroughly with Quartz Sand [3Kg/Mix] [Total mix will be 2:1:3] including applying a coat of Epoxy Resin on the finished top surface complete all as per manufacturer’s instructions and as directed.Make: M/s. Fosroc Chemicals / M/s. Sika India Pvt. Ltd. / M/s. STP Ltd. / M/s. Choksey Chemicals Pvt. Ltd. / M/s Bostik India Pvt. Ltd. |
| 37 | M & L for conducting of Friction Tests for Flexible & Rigid Pavement with Portable Skid Resistant Tester [PSRT] Machine and shall be carried out by qualified and experienced Engineer at the locations as shown by the user representative and as directed by Engineer-in-Charge.Note: [a] The test shall be conducted before and after the rubber removal to ascertain friction developed.[b] The tests shall be conducted five times at one location and average reading shall be considered.[c] The test shall be conducted in non-flying time as per guidelines of the ATC.[d] The test results shall be submitted in triplicate.[e] The rate quoted shall be deemed to be included for conducting five tests at Each location(Each location all five test to be measured one unit) and nothing extra shall be paid on this account. |
| 38 | M&L for cleaning of concertina coil over boundary wall and fencing by removing all the bushes and small tress and making the concertina coil again good in shape complete all as specified and as directed. |
| 39 | Cutting Bushes like Kikar or other type thick bushes covered area and removing roots and making good the disturbed surface by filling along the sides of Runway shoulders by Mechanically using JCB and Operator and two Un-skilled labour along with Fuel, lubricants, spares and renewal of tyres/tubes as required for Eight Hours per Day including removing of bushes, roots, loose items to a distance exceeding 250m but not exceeding 500m from the site complete all as directed. Note: [a] Area shall be as decided by the Engineer-in-Charge and representative of users.[b] One JCB and Operator and Two Un-skilled labour for Eight Hours per Day shall be treated as One Job.[c] Proper care shall be taken while removing the roots etc. to avoid any damage to the existing underground cables and pipelines etc. Damage if any occurs to the underground cables and pipelines, the same shall be made good immediately to match the existing and to restore the services and rate quoted is deemed to be including the same.[d] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.[e] The work is required to be executed in highly restricted area.[f] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [g] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account. |
| 40 | Maintenance of Airfield Shoulders by deploying Tractor with suitable capacity Jungle Zim with Tractor Operator for cutting of grass and One Helper for sweeping grass after cutting of Grass, bushes, small plants of any type along the sides of Runway Shoulders and Airfield Areas including supply of Fuel, lubricants, spares and renewal of tyres/tubes as required for smooth operation of equipment deployed including maintenance of Tractor, Jungle Zim, insurance and license fees including removing of debris to a distance exceeding 250m but not exceeding 500m from the site complete all as directed. Note: [a] Area shall be as decided by the Engineer-in-Charge and representative of users.[b] Jungle Zim shall be made available at all times at site and the same may be increased to required numbers as per site requirement. [c] An area of 10000 Square Metres shall be treated as One Job for measurement and payment purpose irrespective of the Plant, Machinery and Manpower employed for each job.[d] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.[e] The work is required to be executed in highly restricted area.[f] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [g] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account. |
| 41 | Periodic Supply of Hand held Grass cutting Machine of Make Honda or equivalent with Machine operator and Two Helper for Cutting and Sweeping Grass after cutting of Grass, bushes, small plants of any type along the sides of Dispersal Area, Taxi Track, Runway, Shoulders and Airfield areas throughout the year, including supply of Fuel, lubricants, spares, renewal of blades as required including maintenance and repairs to Machine and trade insurance and license fees including removing of debris to a distance exceeding 250m but not exceeding 500m from the site complete all as directed. Note: [a] Area shall be as decided by the Engineer-in-Charge and representative of users.[b] One No. of Hand held Grass cutting Machine shall be made available at all times at site and the same may be increased to required numbers as per site requirement. [c] An area of 1000 Square Metres shall be treated as One Job for measurement and payment purpose irrespective of the Plant, Machinery and Manpower employed for each job. [d] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.[e] The work is required to be executed in highly restricted area.[f] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [g] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account. |
| 42 | Removing silt, grit, mud and other materials from drains of any description in foul condition including removing materials / debris to a distance exceeding 250m but not exceeding 500m complete all as directed. Note: [a] Area shall be as decided by the Engineer-in-Charge and representative of users.[b] The work shall be carried out using Tata Hitachi EX 60 / 70 / 100 Excavator or any other Machinery as required at site.[c] Tata Hitachi EX 60 / 70 / 100 Excavator including Operator and labour for Eight Hours per Day shall be treated as One Job.[d] Proper care shall be taken while removing the silt, grit, mud and other materials to avoid any damage to the existing underground cables and pipelines etc. Damage if any occurs to the underground cables and pipelines, the same shall be made good immediately to match the existing and to restore the services and rate quoted is deemed to be including the same.[e] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.[f] The work is required to be executed in highly restricted area.[g] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [h] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account. Please Enable Macros to View BoQ information |
