Tender For Special Repair To Omq Building No. P-58 And Smq Building No. P-2 Atair Force Station Under Ge (Af) Tughlakabad
Tender Overview
Project Description
Tender For Special Repair To Omq Building No. P-58 And Smq Building No. P-2 Atair Force Station Under Ge (Af) Tughlakabad
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Jan-2024 | Corrigendum1 | Date | 16-Jan-2024 |
| 2 | 07-Jan-2024 | Corrigendum | Date | 22-Jan-2024 |
| 3 | 12-Jan-2024 | Corrigendum | BOQ | 22-Jan-2024 |
| 4 | 22-Jan-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 29-Jan-2024 |
| 5 | 29-Jan-2024 | Corrigendum_4 | Other | 29-Jan-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | S & F 500 ltrs Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top )including dismantling andhoisted and fixed in position etc completeall as per specified and directed. |
| 2 | S & F 1000 ltrs Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top )including dismantling andhoisted and fixed in position etc complete all as per specified and directed. |
| 3 | Taking down or up 15 mm bore galvanised iron tubing and connection including cleaning for refixing or removal all as specified |
| 4 | All as per item No 3 here in before but 20 mm bore |
| 5 | S & F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 15 mm complete all as specified. (Make: Tata/Jindal/Prakash (ISI marked)) |
| 6 | All as per serial item 5 here in before but 20 mm bore |
| 7 | Refixing only old GI tubing 15 mm bore pipe and connections in new or old position as on walls ceiling floors etc all as specified(i) Cleaning of pipe is included in ser No 4 & 5 here in before(ii) Rates quoted by the contractor deemed to be included S & F new fittings as required Make: Tata/Prakash/Jindal ISI mark |
| 8 | All as per serial item 7 here in before but 20 mmbore |
| 9 | S & F20 mm bore ball brass valves (Float valve) high pressure with polythene float and fly nut complete screwed to iron pipe or brass ferrule complete all as specified |
| 10 | S & F 20 mm bore Gun-metal, globe or gate valve with iron wheel head, screwedboth ends for ironc pipe all as specified and as directed |
| 11 | S & F in repair15 mm bore stop valve/angle cast copper alloy screwed down high pressure with crutch butter fly handle screwed both ends for iron pipe all as specified and as directed |
| 12 | Taking down chowkats or frame with shutter (PVC door and window/Ventilator) (without taking out shutter from the frame) not exceeding 1.50 sqm each and removal from site all as specified and directed |
| 13 | S & F for factory made solid PVC door frame of size 50mm x 47mm made out of 5mm prelaminate PVC sheet, reinforced with MS square tube fixed in opening with smooth finish complete as per manufacturer\"s specifications and as directed by Engineer-in-Charge |
| 14 | S & F for 30 mm thick factory made solid panel both side prelaminated PVC door shutter with smooth finish confirming to criteria of testing as per IS : 4020, consisting of frame made out of MS tube of 19 guage thickness & size 19x19mm for stiles and 15x15mm for top & bottom rails MS frames shall have a coat of red oxide primer of approved make and shall be covered with 5mm thick heat moulded both side prelaminated PVC `C\" channel of size 30x50mm forming styles and 5mm thick 75mm wide both side prelaminated PVC sheets for top rail lock rail and bottom rail on either side and 10mm (5mmx2) thick 20mm wide cross both side prelaminated PVC sheet as gap insert for top rail and bottom rail panelling of 5 mm thick both side prelaminated PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rail with 30 mm wide x 5 mm thick both side prelaminated PVC sheet beading on either side and joined together with solvent cement, adhesive and an additional 5 mm thick PVC strip of 20 mm width is to be struck on the interior side of \"C\" channel using PVC solvent adhesive complete as per manufacturers specifications & drawings ass as directed by Engineer-in-Charge. |
| 15 | S & F 100mm butt hinges,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-22 |
| 16 | S&F 150 mm size aluminium handles, cast type anodised and fixed. |
| 17 | S&F 150 mm long aluminum, anodised,barrel tower bolts of extruded section and fixed. |
| 18 | S&F anodised aluminium powder coating of any colour (Thickness of powder coating not less than 50 micron) window and ventilator shutter side hung type without sashbar, aluminium sections weighing 0.55kg/m incl necessary joining cleat glazing clips, rubber neoprene packing, alumimium anodised snap beading, screws , peg stay 150mm long -1 No, hinges type B-21 100mm long -2 Nos, suitable handle -1 No complete all as specifiedhandles 2 Nos in each window, hinges, aluminium snap beading screws complete all as specified. |
| 19 | S&F 4.0 mm thick froasted glass black panes and glazing with oil putty or fix in aluminium door / window/ventilator complete all as specified. |
| 20 | Taking down chowkats or frame with shutter (without taking out shutter from the frame) exceeding 1.50 sqm and n exc 4.00 sqm each and removal from site all as specified and directed |
| 21 | Taking down shutter of any description exc 1.00 sqm and n exc 2.00 sqm each and removal from site |
| 22 | S & F pressed steel frames of size 165 x 60 mm for doors with one or more rebates including necessary fixing lugs hinges lock strike plate etc including make good complete as specified |
| 23 | Demolition of concrete is reinforced (Reinforcement cut as required to faciliate demolition)of any descrition and in any position not other wise specially provided for complete all as specified and directed by Engineer in Charge |
| 24 | M & L for PCC 1:2:4 type B1 in lintels upto 1.5m clearspan, cills, steps; seismicand other similar bands,plinth courses, string courses,lacing courses, parapets andrailings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles. |
| 25 | M & L for PCC 1:3:6 type C1 as in filling back side of pressed steel door frames |
| 26 | S&F 35 mm thick factory made, second class hard wood, plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated. |
| 27 | S&F 30 mm thick factory made second class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass,wire gauze, etc. divided in to squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24(a), supplied and fitted to chowkats. |
| 28 | S & F 200 mm mild steel barrel tower bolts stove enamelled black with bright bolt and fixed |
| 29 | S & F 300 mm mild steel sliding bolt plate type stove enamelled black with bright bolt not less than 12 mm dia with and including a minium of 6 bolts and nuts four on bolt plate and two on stapple plate and fixed |
| 30 | S & F 100 mm size mildsteel butt hinges medium weight cold rolled andfixed with screws or welding where required |
| 31 | S & Fmild steel presssed handle 150 mm long oval types stove enamelled black |
| 32 | S&F Aluminium door closer hydraulically regulated, designation No 1, universal type of wt not more than 35 kg. |
| 33 | S & F galvanised mild steel wire cloth 0.56 mm nominal dia of wire and avarage width of aparture 1.18 mm and fixed with tinned tacks ro galvanised wire stapple |
| 34 | Taking down cement plaster including raking out joints hacking for key and scrubbing down with water |
| 35 | M & L 15 mm thick rendering in CM (1:6) on fair faces of brick walls or concrete surfaces finished even and smooth without using extra cement etc complete all as specified & directed. |
| 36 | M & L 15 mm thick rendering in CM (1:4) on fair faces ofbrick work or concrete surfacesfinished even and smooth without using extra cement with using water proofing compound (WPC will be measured and paid separately) |
| 37 | M & L for rendering 5 mm thick on ceiling on fair faces ofbrick or concrete surface in CM (1:3) finished even and smooth without using extra cement all as specified |
| 38 | M & L for preparation of new plastered surfaces of walls and applying two coat of Oil Bound distemper over a coat of primer of approved tint, complete all as specified. |
| 39 | M & L preparation of newly plastered surfaces and applying two coats of cement base paintwalls |
| 40 | M & L preparation of newly plastered surfaces and applying three coat of white wash on ceiling incl preparation of surfaces. |
| 41 | M & L preparation of old plastered surfaces and applying one coats of cement base paintwalls |
| 42 | M&L for preparation of old plastered surface of ceiling and applying two coat of white wash complete all as specified and directed by Engr-in-charge |
| 43 | M&L preparing old distempered surfaces of walland applying onecoat of oil emulsion distemperover a coat of primeretc complete all as specified and as directed. |
| 44 | M&L for preparation of new wooden surfaces over 10 cm width or girth and applying twocoat of synthetic enamel paint over a coat ofprimer etccomplete all as specified and as directed. |
| 45 | M & L preparation of new surfaces of steel and iron work of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of primer etc complete all as specified and as directed. |
| 46 | M&L for preparation of old paintedwooden surfaces over 10 cm width or girth and applying onecoat of synthetic enamel paint etccomplete all as specified and as directed. |
| 47 | M & L preparation of old painted surface of steel and iron work of any description over 10 cm width or girth and applying one coat of synthetic enamel paint etc complete all as specified and as directed. |
| 48 | Taking down rain water pipe and eaves gutters(any size and pattern) including all fittings heads shoes bends swan necks etccomplete all as specified and as directed. |
| 49 | S & F 110 mm bore of pipe PVC (SWR) pipes single socket in any length with rubber ring joint fixed to walls with MS clamps as directed |
| 50 | S & F 110 mm bore of pipe PVC (SWR) bends of any radius / shoefixed to PVC pipes as directed |
| 51 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) |
| 52 | M & L for 75 mm thick PCC 1:3:6 type C2 as in plinth protection fisished even and smooth without using extra cement as specified |
| 53 | Demolition of cement concrete of any description & in any position not otherwise specially provided foretc complete all as specified & directed. |
| 54 | M & L 40 mm thick PCC 1:2:4 type B0 using 12.5 mm graded aggregate using water proofing compound as in sunken floor(WPC shall be measured and paid separately) |
| 55 | M& L applying evenly a coat of blown type bitumen at the rate of 1.50 kg/sqm and binding with clean dry sand @ 0.05 cum per sqm etc complete all as specified & directed. |
| 56 | M & L for rendering 15 mm thick in CM 1:3 with using water proofing compound (WPC shall be measured and paid separately) all as specified |
| 57 | Supply only integral water proofing compound of approved quality |
| 58 | M & L PCC 1:7:12 type F2 as in sub base of floor mass filling using 40 mm graded aggregate with using water proofing compound etc complete all as specified |
| 59 | S&F non skid ceramic coloured tiles of 7 to 8 mm thick (square/rectangular) area of each tile exc 0.11 sqm but n.exc 0.18 sqm with 15 mm thick Screed bed or bedding layer in CM (1:6) set and jointed in neat cement slurry and pointed with white or coloured cement to match complete all as specified. |
| 60 | S & F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 32 mm bore (Spout pipe for sunken portion) complete all as specified. (Make: Tata/Jindal/Prakash (ISI marked) |
| 61 | Taking down shutters of any description and refixing the same in same openingexceeding 1.00 sqm but not exceeding 2.00 sqm each |
| 62 | Dismantling of cast iron drain pipe of 100mm bore jointed in lead joints or cement joints and taking out of under floors if required |
| 63 | S & F 100 mm dia cast iron soil waste and vent pipes sand cast in any length with or without laid in trenches or in floor with cement joints |
| 64 | All as per item No 68 here in before but fixed to walls |
| 65 | S & F cast iron floor trap with graating of 100 mm size including jointing to waste pipe with cement joints etc complete as directed |
| 66 | S & F 100 mm bore cast iron bends of any radius diminshing pieces or tappers (larger bore measured) |
| 67 | S&F in repairvitreous china wash basin, white, flat back, size 550 mm x 400 mm fixed on and including cast iron cantilever bracket 32 mm dia brass waste coupling and including fixing of tap, waste fitting and union complete all as specified and as directed. |
| 68 | Supply and fixed in repair 15 mm dia bore pillar taps cast copper alloy, with capstan heads, chromium plated, screwed down high pressure with or without lettered ‘Hot’ or “cold’ with long screwed shank and flynuts, screwed for iron pipe and fixed complete all as specified and as directed. |
| 69 | S&F 32 mm bore of pipe low density (LDPE) of pressure rating 6 kg/ sqcm fixed to wall or floor etc including fittings complete all as specified and as directed. |
| 70 | S & F32mm dia waste fitting brass chromium plated for basin with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed. |
| 71 | S & F in repair PVC connection 15 mm size with PTMT nuts of length 450 mm etccomplete all as specified. |
| 72 | S & F in repair 15 mm chromium plated cast copper alloy bib taps with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete allas specified and as directed. |
| 73 | S&F in repair kitchen sink with drainage board made outof 1mm thick stainless steel with plugs, washers and wastes, including bedding in cement mortar to dwarfwall or including fixing cantilever bracket and connecting union to pipe over all size 915 mm X 460 mm & bowl size 410 mm X 330 mm X 160 mm complete all as specified and as directed. |
| 74 | S&F in repair brass chromium plated tubular towel rail 20 mm dia D type, 60 cm long between flanges complete all as specified and as directed. |
| 75 | S&F in repairs wash down water closet EWC floor mountingincl all necessary accessoriesetc complete all as specified and as directed. |
| 76 | S&F Health Faucet with 1.5 mtr long SS tube and hook etc complete all as specified and as directed. |
| 77 | S & F in repair PVC low level cistern of 10 lit capacity inclusive of brackets and PVC bend long type and connectin to flush pipe of any size and pattern with inlet ball valve float and handle etccomplete all as specified & directed. |
| 78 | S & F in repair of swivel shower of PTMT any colour for fixing with 15mm pipeetccomplete all as specified & directed. |
| 79 | Demolition of brick work or stone/boulder masonry, built in cement mortar incl. all quoins arches, pillars etc. but excluding ashlar facing, dressed stone work andprecast concrete articles, complete all as specified and directed. |
| 80 | M&L brick work in CM (1:6) with sub class ‘B’ bricks straight or curved on plane exc 6m mean readius,used in drain, boundary wall,compound wall complete all as specified and directed by engr in charge. |
| 81 | M&L for PCC 1:3:6, type C-2 (40mm graded aggregate) as in foundation, sub baseetc complete all as specified. |
| 82 | S&F chequered cement concrete tiles 30cmx30cmx25mm thick with grey pigment cement and pigmentsset, jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in CM 1:6 |
| 83 | Dismantling floor,hearth or wall tiling including cement motrar bedding cement mortar bedding (but not backing ) removing serviceable tiles to store and rubbish off the premises. |
| 84 | S&F vitrified tiles 10mm thick (Square/rectangular) polished in dark shade, areaexc 0.42 Sqm but n exc 1.00 Sqm in floors (600mm x 1200mm)etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in cement mortar 1:6. |
| 85 | S&F vitrified tiles 10mm thick (Square/rectangular) polishedin light shade, area n exc 0.36 Sqm(600mmX600mm) in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in cement mortar 1:6. |
| 86 | S&F glazed ceramic coloured tiles 7mm thick 450 x 300mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade. Etc including 10 mm thick rendering in CM 1:4 complete all as specified. |
| 87 | Dismantling plain or corrugated steel sheeting any gauge,thickness,incl Nainital or similar pattern roof covering etccomplete all as specified. |
| 88 | S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified. |
| 89 | Dismantling of wrought iron orMild Steelwork of any description complete all as specified and directed by EIC |
| 90 | S & F joist, channel, angle, or tee sections,hollow tube fixed independently, with connecting plates, etc (cut to ordinary lengths i.e. with in 20 mm of the length indicated to FE 410-W (Gde-E-250 quality-B) complete all as specified and directed. |
| 91 | M&L for gunniting to RCC works in column beams, slabs, chajja, facia, landing, balconies etc by removing/ dismantling of RCC (loose concrete) and cutting of steel barincluding plaster cleaning of surfaces with wire brushes and applying epoxy, paint anti corrosive coating of minimum 40-50 microns thick with sikatop Armatec 108 or Colusal VL of MC Bauchemie to rusted steel reinforcement after removing cleaning all rust and supply and fixing welded steel wire mesh 75mm x75mm with 4mm dia steel wire as facies/drops and similar works etc and expoxy based or other equivalent suitable bonding against treatment to be carried out on old concrete surface with Sikadur 32 of Sikka.Nito bond EP of fosroc or equivalent (as per manufacturers instruction) to bond old and new concrete mixing @ 2% by weight of cement polycrete and providing gunniting with a minimum pressure of 2 to 2.5 Kg sqcm and applying 25-100 mm thick gunniting in cement mortar (1:2) (one part of cement and two part of ghaghar sand)using ordinary port land cement of 43 grade over wherever required, complete all as specified and directed by Engineer-in-Charge. Note:-(i)After placing the additional reinforcement all concrete surface shall be thoroughly scrubbing with. (ii)Additional reinforced TMT bars where incorporated in work and quoted rate is included 15 mm thick cement plaster in 1:4.(iii)Work to be carried out as in patches as directed by Engr-in-charge.(iv)Rate for steel scaffolding as directed to be included in quoted rate.(v) All demolished material removed from MOD land completely. |
| 92 | M&L TMT steel bars 6mm to 8mm dia and over cut to length bent shape required, including cranking bending binding with mild steel wire (annealed) not less than 0.9mm dia quality conforming to relevant IS complete all as specified. |
| 93 | Re-baring by drilling holes and fixing nozzle if required in existing concrete/brick work as in column, beams, slabs and foundation etc in any position and any description size of hole 14mm, 16mm & 22mm suitable for dowels of size 10mm, 12mm & 16mm respectively (minimum depth 140mm for 10mm & 12 mm dia bars and 180mm for 16mm dia bar, cleaning the surface properly with blow out pump & round brushes and fixing of dowel bars with epoxy resin (resin+hardner).Make: Sika, Fosroc or concressive 1450 of BASF complete all as specified and directed by Engr-in-charge. Note:-(i)Adequate lap length shall be provided as per IS-456-2000.(ii)Reinforced TMT bars where incorporated in work will be paid under item no 4&5.(iii)The work shall be carried out upto four storied building with scaffolding. |
| 94 | M&L for providing and applying corrosion resistance non-shrink free flow, cementitious one component Micro-concrete with average thickness 75mm having compressive strength (BS 4551-80-60) 50 MPA at 28 days, Tensile strength (ASTM C 348)-2.0 N/mm2 @ 28 days, Flexural strength (ASTM C 348)-9 epoxy bonding agent TM bond EP thermax having mix density of 1.45 to 1.5 kg/ltr, compressive strength (BS-6319 PT 3)-25 Mpa at 7 days bond strength (ASTM C 881)- 11 N/mm2 at 7 days, having an over lay time of 3 hrs at 30°C pouring of micro concrete into the formwork using suitable arrangement or if required using pumping device for and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate etc including all tools and tackles as per accepting office, complete all as specified and directed by Engineer-in-Charge.Make : BS-66 Musi\"c of Thermax/Webac Chemicals/Chemco System or as approved by Accepting Officer. |
| 95 | S& Fstainless steel stairs (framed) including stringers, treades, landing, balusters etc including cleats, brackets etc complete all as specified and directed. |
| 96 | S&F in repair stainless steel kitchen rack plate rack over all size 24\" x30\" complete all as specified and as directed. |
| 97 | M&L for 20mm thick granite (of any type)work (table rubbed and polished ) in steps, jambs, pillars, window cills, cooking plateforms and like over 15mm thick screed bed in CM 1:6including pointing in white cement 1:2using marble dust with admixture of pigment to match with shade of graniteincluding 15mm thick screed bed or bedding layer in CM (1:4)etccomplete all as specified. |
| 98 | Rounding to the edge of stone slabs on edge such as cooking platform |
| 99 | S & F Brass 4 lever locks, cupboard, grade I, size 50 mm |
| 100 | S&F Magnetic catcher for Wardrobe, Cub-boards Etc. |
| 101 | Supply and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm diadouble threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. |
| 102 | Dismantling boarding ,any description,any description,fixed in any position with nailsetccomplete all as specified & directed. |
| 103 | Supply and fixing 6mm thick pvc ply with suitable fully threaded steel screws etc on the backing of rack, drawer, cupboard, kitchen cabinet under kitchen counter etc all complete as per direction of Engineer-in-charge. |
| 104 | Supply and fixing 12 mm thick PVC ply with suitable fully threaded steel screws etc in partitions, boxes, shelves, racks and cupboard, kitchen cabinet, racks almirah partition under kitchen counter etc all complete as per direction of Engineer-in- charge. |
| 105 | Supply and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of brand Green Ply/Century Ply or Duro includingfixing2 mm thick PVC edge banding tape withhotglue by edge banding machine etc withneccesary auto closing spring loaded hinges (hydraulic type) etc complete as per direction of Engineer-in- charge. |
| 106 | Cleaning of roof slab/chajja with sweeping with brooms, removing complete all as specified anddirected by Engr-in-Charge. |
| 107 | M/L for Providing cement concrete 1:3:6 Type C0 using 12.5 mm graded aggregate in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified.. |
| 108 | M&L for preparing new surfaces and applying two coat of Polyurethene (PU) based Water proofing liquid compound as per manufacturer\"s instruction to stop leakage/seepage from roof/wall complete all as specified and directed by the Engineer-in-Charge. |
| 109 | Brushing neat cement slurry with 3kg of cement per Sqm complete all as specified. |
| 110 | M & L for Avg 25mm-75 mm thick cement concrete 1:2:4type B-O m (12.5 mm graded stone aggregate) in padding finishing surface of concrete topping even and smooth without using extra cement complete all as specified. |
| 111 | M/L 10mm thick plastering in cm 1:3 on green concrete roof surfaces with water proofing compound @ 3% by weight of cement, surface finished even and smooth without using extra cement complete all as specified.. Note :- WPC shall be measured and paid separately. |
| 112 | Supply only integral water proofing compound ISI Marked |
| 113 | M&L for applying APP modified membrane (minimum 3 mmthick), it shall be taken upto height of minimum 300mmthrough a fillet or 75mmx75mm and shall be inserted inside a groove cut in the parapet and fixed. If the height of parapet is 300mm or less, membrane shall be taken till top of the parapet and finished after covering the top surface to the parapet. For RCC inverted beam the whole beam shall be covered with membrane irrespective of the depth. In case of roof projection, the membrane shall be taken 50mm on the reverse side of roof at the edges.with non-woven polyster reinforcement/mat (centre core) with thermal insulation with white mineral gravel finish on upper side of membrane laid by torch application method with overlaps 100mm on length side and 100 mm on the width side as per manufacturer’s instructions over a coat of approved cold applied bituminous oil based primer (IS- 3384) @ 250 gm/sqm complete all as specified and as directed by Engineer-in-Charge. |
| 114 | Supply only aluminium paint and application by brushing @.25 Kg/sqm on APP membrane |
| 115 | Demolition of cement concrete of any type description and in any positionnot otherwise specifically provided for complete all as specified. |
| 116 | Demolition of mud/brick coba in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof) |
| 117 | Removing excavated materialexc. 1.50 km but n exc. 5 km anddepositing where directed by Engr in Charge |
| 118 | Schedule of Credit |
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