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| 1 | Demolition and breaking up of drain pipes of salt-glazed ware, AC (asbestos cement) or reinforced concrete of 150 mm internal diameter, including removal of pipes set in cement mortar and disposal of debris off the premises as directed. Complete all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition and breaking up of drain pipes of salt-glazed ware, AC (asbestos cement) or reinforced concrete of 200 mm internal diameter, including removal of pipes set in cement mortar and disposal of debris off the premises as directed. Complete all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition and breaking up of drain pipes of salt-glazed ware, AC (asbestos cement) or reinforced concrete of 300 mm internal diameter, including removal of pipes set in cement mortar and disposal of debris off the premises as directed. Complete all as specified and directed by Engineer-in-Charge. |
| 4 | Demolition of cement concrete (unreinforced) in ground floor areas and in paving not exceeding 15 cm thickness, whether below or above ground level, including breaking, lifting, removing debris and cleaning the area. Complete all as specified and directed by Engineer-in-Charge. |
| 5 | Cleaning and desilting of manholes of depth not exceeding 1.50 m by pumping out or removing liquid waste/sewage, plugging the ends of sewer pipes or diverting the flow into drains if required, removing silt, sludge and other waste material, sprinkling bleaching powder to control foul smell, and carrying out all precautionary and safety measures including use of safety belts, lighting arrangements, face masks and protective equipment. Removed silt, sludge and waste material shall be transported in leak-proof trucks covered with tarpaulin and disposed off outside MD land as per the rules and regulations of civil authorities. Manholes shall be cleaned with fresh water on completion. Complete all as specified and directed by Engineer-in-Charge. |
| 6 | Cleaning and desilting of manholes of depth exceeding 1.50 m but not exceeding 3.00 m by pumping out or removing liquid waste/sewage, plugging the ends of sewer pipes or diverting the flow if required, removing silt and sludge, sprinkling bleaching powder to avoid foul smell, and ensuring all precautionary and safety arrangements including safety belts, lighting, face masks and protective gear. Waste material shall be removed in leak-proof trucks covered with tarpaulin and disposed off outside MD land as per regulations of civil authorities. Manholes shall be cleaned thoroughly with fresh water. Complete all as specified and directed by Engineer-in-Charge. |
| 7 | Cleaning and desilting of sewage lines of up to 150 mm bore, including sludge chambers and gully traps of any size or shape and up to any depth, by pumping out or removing liquid waste/sewage, plugging ends of pipes or diverting flow if required, removing silt, sludge and waste material, sprinkling bleaching powder to prevent foul smell and ensuring all safety precautions such as safety belts, lighting equipment and face masks. Removed waste shall be transported in leak-proof trucks covered with tarpaulin and disposed off outside MD land in accordance with civil authority regulations. Sewer lines shall be flushed with fresh water after cleaning.Note: Length of sewage lines including chambers and traps shall be measured for payment. Cleaning of manholes shall be measured separately under the appropriate item.Complete all as specified and directed by Engineer-in-Charge. |
| 8 | Cleaning and desilting of sewage lines of exceeding 150 mm but not exceeding 300 mm bore, including sludge chambers and gully traps of any size or shape and up to any depth, by pumping out or removing liquid waste/sewage, plugging ends of pipes or diverting the flow if required, removing silt, sludge and waste deposits, sprinkling bleaching powder to reduce foul odour, and following all required safety precautions including use of safety belts, lighting and face masks. Waste material shall be removed in leak-proof covered trucks and disposed off outside MD land as per civil authority rules. Sewer lines shall be flushed with fresh water after cleaning.Note: Length of sewage lines including chambers and traps shall be measured for payment. Cleaning of manholes shall be measured separately under the appropriate item.Complete all as specified and directed by Engineer-in-Charge. |
| 9 | Cleaning of choked or blocked AC/CI/PVC soil waste or rainwater pipes of any diameter by removing the cleaning eye, clearing the blockage, flushing the pipe with water, refixing the cleaning eye after completion and making good damaged cement joints. Pipe diameter not exceeding 150 mm. Complete all as specified and directed by Engineer-in-Charge. |
| 10 | Empting septic tanks and manholes of any depth by providing sewage suction vehicle of capacity 5000 ltrs(BMC Pattern) including necessray other arrangments such as sweepers to clean up the site after work and depositing the same at places earmarked outside MOD land upto 25 KM lead and lift complete one or more times all as specified and directed.Note:-(a) All precautions to be taken by all workers while working in foul condition,Contractor shall take all necessary actions.(b) After cleaning vehicle will be contractors\"s property.(c) Contractor accredated representive shall be availble during cleaning.(d) Complete process shall be completed in all respects within a day. |
| 11 | Cleaning and removal of foreign material from inside gully traps, WC pans, Nahani traps, floor traps etc., including removing and refixing RCC/CI cover, extracting and removing waste directly buried in the ground to a distance not exceeding 50 m, and sprinkling bleaching powder as required. Work may be carried out one or more times as directed. Complete all as specified and directed by Engineer-in-Charge. |
| 12 | Cutting out and removal of plants, roots, shrubs and vegetation from roof surfaces and brick/stone walls built in cement mortar, applying suitable chemical treatment using SL (Soluble Liquid) mixed with water in the proportion 1:75 to prevent re-growth, and making good the disturbed portions. Repairs shall include brickwork in CM 1:3 at wall surfaces, PCC 1:2:4 at roof slab portions, and finishing to match the existing surface including whitewash or cement-based paint over a 15 mm thick rendering in CM 1:4. All debris and demolished material shall be disposed outside MD land up to 8th floor level as directed. Complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material and labour for laying and jointing 150 mm bore NP-2 class reinforced concrete pipes, complete with collars, jointing materials and necessary excavation and backfilling where required. Complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and labour for laying and jointing 200 mm bore NP-2 class reinforced concrete pipes, complete with collars, jointing materials and necessary excavation and backfilling where required. Complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for laying and jointing 300 mm bore NP-2 class reinforced concrete pipes, complete with collars, jointing materials and necessary excavation and backfilling where required. Complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material and labour for providing concrete bed in PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) for 150 mm bore drain pipes, including packing under the pipe and haunching against the sides after laying and testing of pipes. Complete all as specified and directed. |
| 17 | Material and labour for providing concrete bed in PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) for 200 mm bore drain pipes, including packing under the pipe and haunching against the sides after laying and testing of pipes. Complete all as specified and directed. |
| 18 | Material and labour for providing concrete bed in PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) for 300 mm bore drain pipes, including packing under the pipe and haunching against the sides after laying and testing of pipes. Complete all as specified and directed. |
| 19 | Excavating in trenches, n.exc 1.5 M wide and n.exc 1.5 M in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5 M in depth and gettging out in hard dense soils all as specified. |
| 20 | M&L for plain cement concrete 1:4:8type D-2 (using 40 mm graded stone agg) as in foundations, filling and mass concrete, pot holesetc all as specified. |
| 21 | M&L for plain cement concrete 1:2:4type B-1 (using 20 mm graded stone agg) as in surface channels and drains all as specified. |
| 22 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc all as specified, |
| 23 | M & L for Providing plain cement concrete type B-1, mix 1:2:4, using 20 mm graded stone aggregate, in structural and architectural components such as lintels up to 1.5 m clear span, cills, steps, seismic bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm height, copings, kneelers, apex stones, bed plates, roof kerbs, water troughs and similar items, including weathering, slightly rounded or chamfered angles, throating and required finishing. Complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for hard core of broken stone or boulders of gauge n. exc. 63 mm, deposited, spread and leveled in layers n. exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material and labour for providing 75 mm thick plain cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate, as in sub-base layer for pavements, flooring or similar works. Surface shall be finished even and fair without using extra cement. Complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material and labour for providing 40 mm thick cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate, for hardstanding areas, laid in alternate panels including finishing the surface even and smooth without using extra cement. Complete all as specified and directed by Engineer-in-Charge. |
| 27 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified. |
| 28 | Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified. |
| 29 | Supply and fixing in repair galvanised steel barbed wire, two-strand, 2.24 mm diameter with 2.0 mm diameter barbs spaced at 75 mm centres, including straining and fixing to any type of standards, posts, rails and straining bolts, and securing or tying at crossings with galvanised mild steel binding wire, staples or steel pins as required,Complete all as specified and directed by Engineer-in-Charge.Note:Each line of barbed wire shall be measured separately for payment. |
| 30 | Supply only mild-steel galvanised chain-link fencing, of any mesh, size or type. |
| 31 | Fixing only chain-link fencing, including fixing of line wires, binding wires, securing to any type of standards, posts, rails, straining bolts and all other fixing arrangements required to complete the installation in all respects.Complete all as specified and directed by Engineer-in-Charge |
| 32 | Supply and fixing in repair barbed razor-type concertina coil, fabricated from 9 SWG hot-galvanised spring-tensile wire having UTS 145–150 N/sq.mm, with zinc coating 250–300 g/m², coil diameter when unstretched 600 mm, minimum coil weight 1.625 kg/Rm (GI strip), provided with hot-dip galvanised razor ribbon tape, 50 mm wide (before wrapping), 19 mm effective width, wrapped on central core wire. The coil shall be fixed with 1.6 mm thick GI clips (minimum 25 Nos/Rm) and secured with special nuts and bolts for holding double coils together, including provision of extra rows of parallel 10-gauge wire as directed.Complete all as specified and directed by Engineer-in-Charge. |
| 33 | Providing precast reinforced cement concrete, type B-1, mix 1:2:4, using 20 mm graded stone aggregate, for landings, cover slabs for manholes, chullah hoods, chajjas, water troughs, mangers, shelves and similar architectural/utility components, finished with a plain face and set in cement mortar 1:4 complete all as specified and directed.Note: Reinforcement shall be measured and paid for separately. |
| 34 | Use and waste of formwork for flat, rough-finished surfaces of concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs and similar members, and to splays between floors and beams, to obtain a rough finished surface of concrete.Complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for mild steel TMT bars10mm dia and over, cut to length, bent toshape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and incl mild Steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified. |
| 36 | M&L for mild steel TMT bars5mm dia and over including 10mm dia, cut to length, bent toshape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and incl mild Steel wire (annealed) not less than 0.9mm dia or securing with clips all as in stirrups, spaces and binders etc specified. |
| 37 | Returning,filling in,including spreading, leveling, wateringand well ramming in layers not exc 25cm in hard/dense soils all as specified. |
| 38 | RemovingBldg Material exc 5 Km but n.exc 15 Km and deposited where as directed. |
| 39 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles and disposing off complete all as specified and as directed. |
| 40 | M&L brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specified and as directed. |
| 41 | M&L brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 but except bricks complete all as specified and as directed. |
| 42 | Material and labour for stone walling in random rubble masonry, uncoursed, brought up to courses, well bonded, well bedded and solidly hearted, built in cement mortar 1:4.complete all as specified and directed by Engineer-in-Charge. |
| 43 | Material and labour for stone walling in random rubble masonry, uncoursed, brought up to courses, well bonded, well bedded and solidly hearted, built in cement mortar 1:4, excluding the cost of stone.complete all as specified and directed by Engineer-in-Charge.Note:Stone required for the work shall be supplied under the relevant supply-only item. |
| 44 | Material and labour for flush pointing to random rubble masonry, uncoursed or brought up to courses, in cement mortar 1:3.Complete all as specified and directed by Engineer-in-Charge. |
| 45 | Material and labour for installation of ramp (approx. weight 7 tonne) at P Gate, INS Angre, using mechanical crane as and when directed. The installation shall be carried out by specialised and trained personnel and completed within 4 to 5 hours. Provide slope/packing at both ends with PCC 1:4:8, Type D-2 (using 40 mm graded stone aggregate) as required at site.Complete all as specified and directed by Engineer-in-Charge. |
| 46 | Material and labour for dismantling of ramp (approx. weight 7 tonne) from P Gate, INS Angre and shifting to the location directed (lead not exceeding 50 m), using mechanical crane as and when directed. Dismantling shall be carried out by specialised and trained personnel and completed within 3 to 4 hours.Complete all as specified and directed by Engineer-in-Charge. |
| 47 | Providing and laying waterproofing treatment in sunken portions of WCs, bathrooms and similar locations by applying cement slurry mixed with waterproofing cement compound. The treatment shall consist of the following:a) First Coat(i) Application of slurry made with cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm.(ii) This coat shall be allowed to air cure for 4 hours.b) Second Coat(i) Application of slurry made with cement @ 0.242 kg/sqm mixed with waterproofing cement compound @ 0.126 kg/sqm.(ii) This coat shall be allowed to air cure for 4 hours, followed by water curing for 48 hours.The rate includes complete preparation of the surface and sealing of all joints, corners, pipe junctions and masonry interfaces using polymer-modified slurry, ensuring a continuous waterproof barrier.Complete all as specified and directed by Engineer-in-Charge. |
| 48 | Dismantling stone slab and tiles of of any description or thickness laid bedded and pointed in any mortar in floors, aprons etc all as specified and directed. |
| 49 | Taking down interlocking paver from the existing surfaces and refixing them in same place after filling depression with fine sand and re-laid the pavers over and including 25 mm thick fine sand cushion to a line and slope etc and joined complete including spreading screened river sand over surface for filling the joints with rising surface vibrator etc complete all as specified. |
| 50 | M&L for pre painted machine pressed precast concrete inter locking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade, glossy finished of approved colour incliuding filling the joints with white cement & grey pigment including 25 cm thick sand cushioning incl spreading and levelling etc complete all as specified. |
| 51 | Material and Labour for machine pressedcheqered cement coloured tiles of size 300mmx300mmx20mm thickmix with grey cement laid over 15mm thick screed bed in CM 1:4set and jointed and pointedinneat cement slurry in floorscomplete all as specified and directed by Engineer -in-Charge. |
| 52 | M &L for machine cut kota stone slab flooring 18 to 20 mm thick as in steps, landings, floors etc laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing,mirrorpolishing incl making 02 Nos grooves in steps over & incl20 mm thick screed bed in cement mortar 1:4 complete all as specified and directed. |
| 53 | M &L for machine cut kota stone slab 18 to 20 mm thick as in skirting/vertical surfacesjointed and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, polishing and 15 mm thick backing coat in cement mortar 1:4 complete all as specified and directed. |
| 54 | S&F mild steel framed work such as grills, gratings,chequred plates etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors; ladder; framed balusters; walk ways, railings, frame work for water tanks and similar work conforming to Fe 290 Gd E-165 all as specified . |
| 55 | Material and labour for cast iron work, Grade FG-150, unmachined, in the form of brackets, gully traps, gratings, railings, frames, manhole covers, fire and soot doors, dampers, stop-valve boxes, gate stops, parts of ranges, balusters and similar articles weighing not less than 5 kg each, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Supply and fix RCC precast drain covers of size 600 × 900 × 75 mm, including handling, placing in position, minor adjustments, and finishing, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Taking down cement or cement lime plaster, any description on brick or stone walls etc includingraking out joints, hacking for key, scrubbing down with water etc including all necessary scaffolding as required and rubbishing off the premises etc complete all as specified and as directed. |
| 58 | M&L for 15 mm thick rendering on brickwork or concrete surfaces in cement mortar 1:4, finished even and fair, including mixing integral waterproofing compound in the proportion specified by the manufacturer. Complete all as specified and directed.Note: Integral waterproofing compound shall be measured and paid for separately under relevant item. |
| 59 | Supply only integral waterproofing compound, of ISI make, complete all as specified and directed. |
| 60 | Taking down eaves gutters and PVC rainwater pipes (any size or pattern) incl all fittings, heads, shoes, bends, swanecks etc incl cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories). |
| 61 | Supply & Fixing in repairs 160mm bore PVC ( SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with dash through fastners and rain water bracketsuitable for 110mm bore pipe spacing 1.5m c/c as per CE (Navy) Mumbai TD No TD/2023/01 or laid in floor complete all as specified. |
| 62 | Supply & Fixing 110mm bore PVC ( SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with dash through fastners and rain water bracketsuitable for 110mm bore pipe spacing 1.5m c/c as per CE (Navy) Mumbai TD No TD/2023/01 or laid in floor complete all as specified. |
| 63 | Supply & Fixing in repairs 75mm bore PVC ( SWR) grade pipes, single socketed in any length with rubber ring joints fixed to walls with dash through fastners and rain water bracketsuitable for 75 mm bore pipe spacing 1.5m c/c as per CE (Navy) Mumbai TD No TD/2023/01 or laid in floor complete all as specified. |
| 64 | Supply and fix in repairs 160 mm bore PVC (SWR) bends, single or double ‘Y’ or ‘T’ pattern, of any radius, with access doors, including fixing clips and necessary fittings, complete all as specified and directed. |
| 65 | Supply and fix in repairs 110 mm bore PVC (SWR) branch piece, single (single ‘Y’), equal or unequal, complete all as specified and directed. |
| 66 | Supply and fix in repairs 75 mm bore PVC (SWR) bends, single or double ‘Y’ or ‘T’ pattern, of any radius, with access doors, including fixing clips and necessary fittings, complete all as specified and directed. |
| 67 | Supply and fix in repairs 160 mm bore PVC (SWR) branch piece, single (single ‘Y’), equal or unequal, complete all as specified and directed. |
| 68 | Dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing), removing serviceable tiles to store and disposing the rubbishto the out side of MD land |
| 69 | M&L for Non skid coloured ceramic tiles 7 to 8 mm thick(square/Rectanglar) area of each tiles exc 0.11 Sqm but n exc 0.18 Sqm in floor including20mm thick screed bed or bedding layer for laying floor finishes in CM 1:4 etc set and jointed in neat cement slurry and pointed in white or coloured cement to match.Note : Engr-in-Charge will select sample from latest catalouge of 2019-20. |
| 70 | M&L for coloured glazed ceramic tiles 450x300x7 mm thick but as on vertical surfaces such as skirting/dado including 10mm thick rendering in CM 1:3 .Note : Engr-in-Charge will select sample from latest catalouge of 2019-20. |
| 71 | M&L in repairlight shade double chargedvirified ceramic tiles 10mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to matchin floor including 15mm thick screed bed or bedding layer for laying floor finishes in CM 1:4 etc set and jointed in neat cement slurry and pointed in white or coloured cement to match. |
| 72 | M&L light shadedouble chargedvitrified ceramic tiles 10mm thick (square/rectangular) polished, area of each tiles not exceeding 0.36sqm (600x600mm), but as on vertical surfaces such as skirting/dado including 10mm thick rendering in CM 1:3 etc set and jointed in neat cement slurry and pointed in white or coloured cement to match. |
| 73 | Taking up or down existing GI water tubing of 15 mm bore, including all fittings, removal from site or stacking for reuse as directed, complete all as specified. |
| 74 | Taking up or down existing GI water tubing of 20 mm bore, including all fittings, removal from site or stacking for reuse as directed, complete all as specified. |
| 75 | Supply and fix 15 mm bore UPVC water pipes, pressure rating 10 kgf/cm², fixed complete to walls, ceilings or laid in floors, including all fittings and accessories, complete all as specified and directed. |
| 76 | Supply and fix 20 mm bore UPVC water pipes, pressure rating 10 kgf/cm², fixed complete to walls, ceilings or laid in floors, including all fittings and accessories, complete all as specified and directed. |
| 77 | Supply and fix in repairs vitreous china wash-down type water closet pan, pedestal pattern, white, excluding fixing bolts, flushing cistern and flush pipe, but including connection to trap and drain (outgoing pipe), connection to flushing pipe, anti-syphonage pipe and making good the disturbed portion, complete all as specified and directed. |
| 78 | Supply and fix in repairs plastic water closet seat, black, closed pattern with flat bottom and cover, complete with mild steel chromium-plated or aluminised hinging device, complete all as specified and directed. |
| 79 | Supply and fix in repairs vitreous china squatting pan (Orissa pattern), size 580 × 440 mm, white, with integral footrests, excluding flushing cistern and flush pipe, complete including lime concrete bedding and making good the floor, all as specified and directed. |
| 80 | Supply only cast iron ‘P’ or ‘S’ trap of 100 mm dia, complete all as specified. |
| 81 | M&L for preparation of newly plastered wall surfaces and applying two coats of oil-bound distemper over one coat of primer, complete all as specified and directed. |
| 82 | M&L for preparation of newly plastered ceiling surfaces and applying two coats of oil-emulsion distemper over one coat of primer, complete all as specified and directed. |
| 83 | M&L for preparation of newly plastered surfaces of wall, soffits, facia roof and applying two coats of weather proof acrylic based paint (100% acrylic) over one coat of cement based primer with necesssary scaffolding for high rise blds etc all as specified and directed. |
| 84 | M&L for preparation of old painted steel surfaces of any description, over 10 cm in width or girth not otherwise described and applying one coat of synthetic enamel paint with necessary scafolding for high rise bldgs etc all as specified and directed. |
| 85 | M&L preparation of old decorated surfaces of walls, soffits, roof facia and applying one coat of weather proof acrylic based paint (100% acrylic) with necessary scafolding etc all as specified and directed. |
| 86 | M&L preparation of old distempered surfaces of walls by washing, rubbing down and stopping of distempered surfaces and applying one coat of oil emulsiondistemper on walls etc all as specified. |
| 87 | M&L for preparation of paved/chequered floor surfaces and applying one coat of Indigo floor paint or equivalent, complete all as specified and directed. |
| 88 | M&L for gently cleaning the surface of stone masonry/stone chips and piers using specialised water-misting techniques, employing air–water jet through a fine-nozzle sprinkling system calibrated to deliver a fine mist without over-wetting; followed by gentle brushing with soft nylon brushes, all as specified and as directed. Cleaning shall include removal of surface dirt, grit, accretions, lime wash, etc., using water-misting and pH-balanced surfactants where required.Note: Quoted rate shall be deemed to include removal of vegetation from wall surfaces. |
| 89 | M&L for preparation of old plastered and cracked external wall surfaces and applying two coats of non-dilutable Raincoat over a coat of Primeseal primer, achieving a total DFT of 110 microns and elongation >200%, all as per manufacturer’s instructions and as directed by the Engineer-in-Charge. |
| 90 | M&L for laying readymade bitumen patchmate (using 6 mm graded aggregate) suitable for repairing potholes or any damaged portions of asphaltic or concrete pavements, supplied in 25 kg bags, complete all as specified and directed. |
