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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-09-2025 | Corrigendum | BOQ | 23-09-2025 |
| Sl. No. | Item Description |
| 1 | M & L for plain cement concrete 1:3:6 type C2 as in bed to drain pipe, 300mm bore including packing under and haunching against the sides of pipes after they are laid and testedincluding necessary shuttering and supports to concrete & M&L for reinforced concrete pipe class NP 2 laid and jointed complete with collars 300 mm dia including requisite excavation & Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out oftrenches, if required complete all as specified and directed by EIC. |
| 2 | M & L for plain cement concrete 1:3:6 type C2 as in bed to drain pipe, 200mm bore including packing under and haunching against the sides of pipes after they are laid and testedincluding necessary shuttering and supports to concrete & M&L reinforced concrete pipe class NP 2 laid and jointed complete with collars 200 mm dia including requisite excavation & Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by EIC. |
| 3 | M & L for plain cement concrete 1:3:6 type C2 as in bed to drain pipe, 150mm bore including packing under and haunching against the sides of pipes after they are laid and testedincluding necessary shuttering and supports to concrete & M&L reinforced concrete pipe class NP 2 laid and jointed complete with collars 150 mm dia including requisite excavation & Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by EIC. |
| 4 | M&L in Repairs for 200mm internal dia sail glazed stone-ware drain pipe Grade\"A\" laid in trenches and jointed including requisite excavation complete all as specified and directed. |
| 5 | M&L in Repairs for 150mm internal dia sail glazed stone-ware drain pipe Grade\"A\" laid in trenches and jointed including requisite excavation complete all as specified and directed. |
| 6 | cleaning /clearing of blockage of gully traps, floor traps, vertical and horizontal soils/ waste pipe of different diaand sewage lines( PVC/SGW/ CI/RCC of any dia) except cleaning of manholes including opening inspection eye door of bend/ branch pieces, rodding till smoothflow and refixing of door after cleaning and any other cleaning work as directed by engr-in-chargein thearea of the BCF, Jarricane factory of Naval Duckyard under GE (NW) MankhurdNote: (a) Contractor\"s labourwill report daily at 0845 hrs on all working days at online complain cell centre and attend complaints given by Engr -In- Charge . Complaints needs to be cleared within 24 hrs after receiving the complaints . The contractor will deploy requisite labour and supply all T&P ( mechanical Iron rods, knot ropes , bamboo etc) scaffolding ladders and necessary safety measures such as gas mask, use of safety belt and cell torch etcand any other materials required to clear the blockages at the site without any extra cost . In case any labour does not report to Engineer In Charge for the whole day or found missing more than half an hour on any day, Panel recovery @ RS.860/- per head per day shall be made proportionally from contractor\"s dues.b) The above item includes conveyance cost of labour with their tools to travel from one area/location to other area/location to attend complaints, plugging of sewer and diverting flow of sewage if necessary to carry out the work and removal of sludge from the siteto outside MOD land (The department shall not be liable to provide any kind/form of transportation to the labour).(c) Registers of labour attendance and complaints shall be maintained by contractor at their own cost,which shall be kept in the custody of MES Department(complaint cell) duly signed by contractor\"s representative ,JE(civil) and Engineer in charge.(d) the work for this item will be completed minimum 11 months from the commencement of the work and minimum 01 manpower will be reported to this office daily from the commencement of the work and extra manpower in addition of 01 may also be provided based on urgent requirement and no extra payment will be paid on this account. |
| 7 | Cleaning manhole of size n.exc 1.50 Sqm by taking out sludge in semiliquid/solid stage (incl. all water etc) from inside of manhole of depth not exceeding 1.5 m and removing the sludge to a distance not exceeding 50m depositing in trenches including supply and sprinkling bleachingpowder and covering sludge with earth to a thickness not less than 30 cm including all earth work, returning filling, removal of surplus soil & necessary temporary cleaning and necessary safety measures such as gas mask, use of safety belt etc as directed by the Engineer-in-Charge. |
| 8 | Opening cover of manhole/septic tank exc 1.5 m depth, dewatering and pumping outnight sludge etc from septic tank by mechanical means and removing sludge outside MD land and cleaning the septic tank as per BMC rules and placing the cover inoriginal position taking all precautionary and safety measuresall as directed.Note: All T&P and transportation for carrying sludgeshall be provided by the contractor at their own cost. |
| 9 | M & Lfor brick work in CM (1:6) using sub class \"B\" bricks strainght or curved as curved as required on plan exc 6mtrs mean radius etc. including demolition of old masonry of any description complete all as specified and directed by EIC. |
| 10 | M & L for rendering 15 mm thickusing polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing the debris outside MD land upto requisite lead complete all as specifiedNote: The thickness of plaster specified above is minimum thickness and the quoted rates shall also deemd to be include for the provision of dubbing of the surface and nothing extra shall be payable on this account. The rate also includes the rate of scaffolding and necessary safety measurements |
| 11 | M & L for cement concrete 1:2:4 , type B-1 (using 20mmgraded stone aggregate) as in coping including necessary form work & including demolition of old concrete any description complete all as specified and directed by EIC. |
| 12 | Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position.(Any Size/Capacity) |
| 13 | M&L for Providing waterproofing treatment as specified below and at any height of roof surface including removal of watertank, plumbing line during waterproofing making good if any holes and refixing the same as directed by Accepting officer andEngineer in charge complete1) Dismantling completely existing roof treatment (excluding cement screed bed ) including loosened cement plaster and making good the same in CM 1:4 and removing rubbish, etc outside MD land complete all as specified and directed by the Engineer-in-charge 2) M&L 10 mm thick plaster or backing coat in CM (1:3) with WPC complete all as specified and directed. 3) M & L for APP modified roof treatment over existing vertical surfaces to be executed through approved authorised applicator of the membrane manufacturer with the following specifications complete all as specified and directed:- (a). The vertical surface shall be throughly wire brushed cleaned to eliminate all sharp projection, washed dried upto and cleaned overall foreign material and dust to receive primer. (b). The dry surface shall be primed with Torch shield primer as per manufacturer’s instructions, manufactured by the same agency as that of APP membrane.(c). Providing and laying APP modified polyester reinforced water proofing membrane with minimum weight of 3.5 Kg/Sqm, as specified here-in-before.(d). The APP membrane shall be laid using torch-on butane application with minimum 10 cm side overlap and 15 cm end overlap. The laying of membrane shall be got done through an authorised applicator of manufacturer of the membrane.(e). The APP membrane shall be taken up to minimum 200 mm on vertical surfaces. The edge of the membrane shall be fixed with termination bar and fasteners and end shall be properly sealed with sealant. |
| 14 | M&L for Providing waterproofing treatment as specified below and at any height of roof surface including removal of watertank, plumbing line during waterproofing making good if any holes and refixing the same as directed by Accepting officer andEngineer in charge complete1) Dismantling completely existing roof treatment (excluding cement screed bed ) including loosened cement plaster and making good the same in CM 1:4 and removing rubbish, etc outside MD land complete all as specified and directed by the Engineer-in-charge 2) M&L 10 mm thick plaster or backing coat in CM (1:3) with WPC complete all as specified and directed. 3) M & L for APP modified roof treatment over existing vertical surfaces to be executed through approved authorised applicator of the membrane manufacturer with the following specifications complete all as specified and directed:- (a). The vertical surface shall be throughly wire brushed cleaned to eliminate all sharp projection, washed dried upto and cleaned overall foreign material and dust to receive primer. (b). The dry surface shall be primed with Torch shield primer as per manufacturer’s instructions, manufactured by the same agency as that of APP membrane.(c). Providing and laying APP modified polyester reinforced water proofing membrane with minimum weight of 3.5 Kg/Sqm, as specified here-in-before.(d). The APP membrane shall be laid using torch-on butane application with minimum 10 cm side overlap and 15 cm end overlap. The laying of membrane shall be got done through an authorised applicator of manufacturer of the membrane.(e). The APP membrane shall be taken up to minimum 200 mm on vertical surfaces. The edge of the membrane shall be fixed with termination bar and fasteners and end shall be properly sealed with sealant. |
| 15 | Supply only intergal water proofing compound. (ISI marked). |
| 16 | M&Lfor 50mm thick cement concrete 1:3:6 type C-2 as in plinth protection and PCC path, finished the surface even and smooth without using extra cement including necessary form work finishing exposed edges fair and cutting of requisite joints @ 1.5m to 2m along the length of plinth protection and filling with requisite material including demolition of old concrete of any description complete all as specified and directed by EIC. |
| 17 | Preparation of old surfaces on walls (plastered or unplastered or previously white washed) and applying one coat of white wash complete all as specified. |
| 18 | Preparation of old surfaces on ceiling (plastered or unplastered or previously white washed) and applying one coat of white wash complete all as specified. |
| 19 | Preparation of old surfaces on walls (plastered or unplastered or previously distempered ) and applying one coat of Oil bound distemper complete all as specified. |
| 20 | M & L for preparation of old wooden surfaces of any description over 10cm width or girth & applying one coat of synthetic enamel paint complete all as specified. |
| 21 | M & L for preparation of old steel surfaces of any description over 10cm width or girth & applying one coat of synthetic enamel paint complete all as specified. |
| 22 | M&L for complete removal of existing treatment by washing, rubbing down and stopping of old decorated surfaces on walls, preparation for distempering and applying two coat of oilbound distemper over a coat of primer including stopping of nails holes,cracks etc and levelling with minimum 1 mm thick white cement based wall care putty for obtaining plain surface complete all as specified and directed. |
| 23 | M & L for preparation of old surfaces for applying one coat of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resisitance as per IS 15489:2004, alkali & fungal rsistance, dirt resistance exterior paint of required shades(Company Depot Tinted) with silicon additives @ 1.43 litre/10sqm & including priming coat of extreior primer applied @ 0.90 litre/10 sqm over old surfaces |
| 24 | M & L for complete removal of existing treatment and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resisitance as per IS 15489:2004, alkali & fungal rsistance, dirt resistance exterior paint of required shades(Company Depot Tinted) with silicon additives @ 1.43 litre/10sqm over & including priming coat of extreior primer applied @ 0.90 litre/10 sqm over old surfaces |
| 25 | Removal of plant growth from wall/roof projection or along the soil /rain water down pipe at any level by injection with chemical Glyphospate solution (410 concentration) of 20mm or till rufuse by cutting or injection in stem of plants or roots at 30mm inclding scafolding upto any ht. |
| 26 | M&L for Vitrified double charged Coloured Ceramic tiles 9-10 mm 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 match over screed bed or bedding layer 15mm thick for laying floor finishes in cement mortar 1:6 to recive tiles/stone slabs including skirting with backing coat including Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and removing debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 27 | M&L for Non-skid Coloured Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over screed bed or bedding layer 15mm thick for laying floor finishes in cement mortar 1:6 to recive tiles/stone slabs including Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and removing debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 28 | M&L for Non-skid Coloured Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over screed bed or bedding layer 15mm thick for laying floor finishes in cement mortar 1:6 to recive tiles/stone slabs including skirting with backing coat including Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and removing debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 29 | M&L for Glazed ceramic coloured tiles in vertical surface 450x300x6-7mm thick/ 300x 450x6-7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match (dado) including 10 mm thick back coat of cement plaster on fair faces of brick work 1:3 including Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and removing debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 30 | S&F in repairs vitreous China wash basin white, flat back size 550 x 400mm including 15mm dia fancy type pillar tap as approved by the GE, chromium plated CP waste coupling, chain and plug, waste fitting, union and waste pipe 32mm dia of required length and all necessary 450mm long outlet and inlet PVC connections pipes with PTMT check nuts complete all as specified and directed by EIC. |
| 31 | S&F in repairs vitreous coloured China Europeon water closet (Pedestal Pattern)including 10 ltr capacity low level flushing cistern with necessary PVC connections 15mm size with PTMT nuts of length 450mm long etc complete all as specified and directed by EIC. |
| 32 | S&F in repairs 75/110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls all complete all as specified and directed. |
| 33 | S&F uPVC vent cowl 75/110mm bore with and including rubber ring joints, complete all as specified and directed. |
| 34 | S&F in repairs 75/110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls all complete all as specified and directed. |
| 35 | S&F in repairs 75/110mm bore PVC (SWR) branch piece single (Single Y/ Double Y ) any type complete all as specified and directed. |
| 36 | S&F in repairs 75/110mm bore PVC (SWR) bend any type complete all as specified and directed. |
| 37 | M & L as in repairs for decorated aluminium anodised suspended false ceiling fixed in the panels of size consisiting of 600x600 mm lay in tiles 8 mm thick with PVC lamination on the face side andmetalized polyester film on backside as granular pattern of saint gobain/Armstrong /equivalent; with aluminium anodised angle 30 x30 x 2 mm fixed along the wall and main and cross tees of size 31.75 x 31.75 x 1.6 mmscrewed along side of walls fixed with wooden plugs and hanging from existing slab/ steel truss including 6 mm diaGI wire suspended adjustable level from rafter purlins(length as per site requirement) including complete all as directed by Engineer-in-charge.Note :The contractor\"s quoted rates shall also be deemed to include for making/ cutting opening in the ceiling of the required size and shape for fixing light fitting, cat walk and provision of neccesary scaffolding for complete work at maximum height of 8mtrs etc, complete all as directed. |
| 38 | M&L for providing PCC 1:4:8 type D2 (40mm graded aggregate) as sub base 75mm thick including demolition of old concrete of any description and removing the debris outside MD land upto requisite lead & M&L Machine pressed precast concrete interlocking paver block Coloured any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade over and including25 mm thick sand cushion complete all as specified |
| 39 | Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing the debris outside MD land upto requisite lead and M&L for providing PCC 1:4:8 type D2 (using 40mm graded aggregate) as sub base 75mm thick complete all as specified and directed. |
| 40 | M&L for M30 (using 20mm graded stone aggregate) in field as per design mix, thickness of concrete 25 cm or less including Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing the debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 41 | M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade \"A\" complete all as specified and directed by EIC |
| 42 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade \"A\" completeall as specified and directed by EIC |
| 43 | M&L for Forming 12mm thick Expansion joints in 100 mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ completeall as specified and directed by EIC |
| 44 | M&L for pre polished chequred cement concrete tiles 30cm x 30cm x 20mm thick, set and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete and other similar situations including Screed bed or bedding layer or mortar 20mm thick for laying floor finishes in CM 1:6 including demolition of old concrete of any description and removing the debris outside MD land upto requisite lead complete all as specified and directed. |
| 45 | M&LPrecast cement concretecover slabs 75mm thick and Crossectional area exc 0.36 Sqm and n.exc 0.5 Sqm each for drain cover and similar workwith plain facesset in cement mortar 1:6 including demolition of old concrete of any description complete all as speicified and directed. |
| 46 | M&L as in repairs for Granite (of any type) Tiles of 18 to 20mm thick in floor/kitchen platformmachine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including 20mm thick CM 1:6 screed bed for laying floor finishes and cutting andpolishing and rounding to edges of stone slabsincluding Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and removing debris outside MD land upto requisite lead complete all as specified and directed by EIC. |
| 47 | S&F Pre- painted galvalume sheet having aluminum zinc coating with hot dip alloy of 55% Aluminium 43.5% Zinc 1.5% Silicon and finished with resin coat on both surfaces @ 150 gm/sqm of coating (total both surfaces) having overall width and laid width as specified GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with fixed using hot dip galvanized, self drilling and self tapping screws neoprene and EPDM washers. Penetrations and laps in sheet shall be sealed by usingproper sealant profile. HDPE fillers shall be provided wherever required to close voids between sheets, sheet & fastners etc. completely all as specified and directed. upto maximum height of 20 Mtr including scaffolding and all safety equipments if required including Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings as specified.Note : No additional payment on any account will be considered and only plan area whatever have been provided will be measured. Rate quoted maybe considered including of bending for specific curvature as provided in existing building. |
| 48 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet in ridge 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified upto maximum height of 20 Mtr including scaffolding and all safety equipments if required including Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings as specified.Note : No additional payment on any account will be considered and only plan area whatever have been provided will be measured. Rate quoted maybe considered including of bending for specific curvature as provided in existing building. |
| 49 | Dismantling of wall & celling boards (fiber pulp insulation etc) or insulation boards/slabs/blanketsany thickness, including cover fillets. and S&F Solid PVC wall lining consisting of 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame including 5mm PVC sheet fillet of width 35mm for wall panelling inclusive of fixing on to wall to make PVC frame as per specification and drawing. |
| 50 | Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing debris outside MD land upto requisite lead complete all as specified and M&L for rendering 15mm thick in two coats (10+5mm) polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces on walls, preparation for Acrylic emulsion and applying applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resisitance as per IS 15489:2004, alkali & fungal rsistance, dirt resistance exterior paint of required shades(Company Depot Tinted) with silicon additives @ 1.43 litre/10sqm over & including priming coat of extreior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified |
| 51 | Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing debris outside MD land upto requisite lead complete all as specified and M&L for rendering 10mm thick polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces on walls, preparation for distempering and applying two coat of oilbound distemper over a coat of primer including stopping of nails holes,cracks etc and 1 mm thick (minimum) white cement based wall care putty onold surfaces of wallsetc, finished even and smooth, complete all as specified and directed. |
| 52 | Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing debris outside MD land upto requisite lead complete all as specified and M&L for rendering 5mm thick polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces and applying three coats of white wash complete all as specified and directed. |
| 53 | Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing debris outside MD land upto requisite lead complete all as specified and M&L for rendering 15mm thick in two coats (10+5mm) Cement plaster in CM 1:3 on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed |
| 54 | Taking down cement plaster of any description from brick or stone walls including raking out joints, hacking for key , scrubbing down with water etc and removing debris outside MD land upto requisite lead complete all as specified and M&L for rendering 10mm thick Cement plaster in CM 1:3 on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed |
| 55 | M&L for structural repairs to columns, beams, slabs and chajjas at maximum height of 16 mts including scaffolding and safety measurements completely all as specified and directed by Engineer-in-charge in following steps as mentioned below1) Chipping , Removing,Carefullly Loose Concrete work by low impact Hammer/Breakar without damaging the structure & cleaning and disposal of debris/mortar of demolition out side the premises etc. complete as directed. Hard concrete should not be removed by force.2) M&L for cleaning existing reinforcement with wire/ rotary wire brush to a shining bright finish, making the surfaces free from loose material, dirt etc complete and applying two coats of alkaline rust converting primer conforming to ASTM-B-117 of make. \"Feovert\" of \"Krishna Conchem\" OR \"Roff Rust Cleaner\" of \"Pidilite\" OR \"Shali Rustoff\" of \"STP Ltd\", on rebars with time interval of 1 hr between the coats, complete all as specified and directed. (Note :- Mode of measurement: superficial area of concrete will be measured.) |
| 56 | 3) M&L for Anticorrosive Treatment to Reinforcementusing Corroseal - ZR of M/s Krishna Conchem orEpoxy Zinc Primer of M/s. Dr. Fixitby application on exposed reinforcement in two coats with time interval of minimum 4 hours between each coat.The application shall be done by brush after cleaning/wire brushing to the exposed steel surfaces, complete all as specified and directed. 4) M&L for Epoxy bond coat of Make Fosroc (NITOBOND-EP) OR EPOXY BONDING AGENT of Dr. Fixit OR equivalent of M/s. Krishna Conchemas approved by GE over exposed concrete surfaces prior to application of any type of mortar to ensure bond between old concrete& new concrete by brush application, complete all as specified and directed. |
| 57 | 5) M&L for building up the profile of structural members by using polymer modified mortar from M/s. Krishna Conchem (Molith-PMM) OR Polymer mortar HB of Dr Fixit upto 40mm thickness including levelling, profiling etc in two layers,each layer not exceeding 20mm, complete all as specified and directed.6) M&L for rendering 15mm thick in two coats (10+5mm) polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces on walls, preparation for Acrylic emulsion and applying applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resisitance as per IS 15489:2004, alkali & fungal rsistance, dirt resistance exterior paint of required shades(Company Depot Tinted) with silicon additives @ 1.43 litre/10sqm over & including priming coat of extreior primer applied @ 0.90 litre/10 sqm over new surfaces |
| 58 | M&L for structural repairs to columns, beams, slabs and chajjas at maximum height of 10 mts including scaffolding and safety measurements completely all as specified and directed by Engineer-in-charge in following steps as mentioned below1) Chipping , Removing,Carefullly Loose Concrete work by low impact Hammer/Breakar without damaging the structure & cleaning and disposal of debris/mortar of demolition out side the premises etc. complete as directed. Hard concrete should not be removed by force.2) M&L for cleaning existing reinforcement with wire/ rotary wire brush to a shining bright finish, making the surfaces free from loose material, dirt etc complete and applying two coats of alkaline rust converting primer conforming to ASTM-B-117 of make. \"Feovert\" of \"Krishna Conchem\" OR \"Roff Rust Cleaner\" of \"Pidilite\" OR \"Shali Rustoff\" of \"STP Ltd\", on rebars with time interval of 1 hr between the coats, complete all as specified and directed. (Note :- Mode of measurement: superficial area of concrete will be measured.) |
| 59 | 3) M&L for Anticorrosive Treatment to Reinforcementusing Corroseal - ZR of M/s Krishna Conchem orEpoxy Zinc Primer of M/s. Dr. Fixitby application on exposed reinforcement in two coats with time interval of minimum 4 hours between each coat.The application shall be done by brush after cleaning/wire brushing to the exposed steel surfaces, complete all as specified and directed. 4) M&L for Epoxy bond coat of Make Fosroc (NITOBOND-EP) OR EPOXY BONDING AGENT of Dr. Fixit OR equivalent of M/s. Krishna Conchemas approved by GE over exposed concrete surfaces prior to application of any type of mortar to ensure bond between old concrete& new concrete by brush application, complete all as specified and directed. |
| 60 | 5) M&L for building up the profile of structural members by using polymer modified mortar from M/s. Krishna Conchem (Molith-PMM) OR Polymer mortar HB of Dr Fixit upto 40mm thickness including levelling, profiling etc in two layers,each layer not exceeding 20mm, complete all as specified and directed.6) M&L for rendering 10mm thick polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces on walls, preparation for distempering and applying two coat of oilbound distemper over a coat of primer including stopping of nails holes,cracks etc and 1 mm thick (minimum) white cement based wall care putty onold surfaces of wallsetc, finished even and smooth, complete all as specified and directed. |
| 61 | M&L for structural repairs to columns, beams, slabs and chajjas at maximum height of 10 mts including scaffolding and safety measurements completely all as specified and directed by Engineer-in-charge in following steps as mentioned below1) Chipping , Removing,Carefullly Loose Concrete work by low impact Hammer/Breakar without damaging the structure & cleaning and disposal of debris/mortar of demolition out side the premises etc. complete as directed. Hard concrete should not be removed by force.2) M&L for cleaning existing reinforcement with wire/ rotary wire brush to a shining bright finish, making the surfaces free from loose material, dirt etc complete and applying two coats of alkaline rust converting primer conforming to ASTM-B-117 of make. \"Feovert\" of \"Krishna Conchem\" OR \"Roff Rust Cleaner\" of \"Pidilite\" OR \"Shali Rustoff\" of \"STP Ltd\", on rebars with time interval of 1 hr between the coats, complete all as specified and directed. (Note :- Mode of measurement: superficial area of concrete will be measured.) |
| 62 | 3) M&L for Anticorrosive Treatment to Reinforcementusing Corroseal - ZR of M/s Krishna Conchem orEpoxy Zinc Primer of M/s. Dr. Fixitby application on exposed reinforcement in two coats with time interval of minimum 4 hours between each coat.The application shall be done by brush after cleaning/wire brushing to the exposed steel surfaces, complete all as specified and directed. 4) M&L for Epoxy bond coat of Make Fosroc (NITOBOND-EP) OR EPOXY BONDING AGENT of Dr. Fixit OR equivalent of M/s. Krishna Conchemas approved by GE over exposed concrete surfaces prior to application of any type of mortar to ensure bond between old concrete& new concrete by brush application, complete all as specified and directed. |
| 63 | 5) M&L for building up the profile of structural members by using polymer modified mortar from M/s. Krishna Conchem (Molith-PMM) OR Polymer mortar HB of Dr Fixit upto 40mm thickness including levelling, profiling etc in two layers,each layer not exceeding 20mm, complete all as specified and directed.6) M&L for rendering 5mm thick polymer modified ready mix cement based plaster on the wall surfaces including finishing the surface of top layer even and smooth complete all as specified and directed make: easyplast from wall plast/readiplast from ultratech including material and labour for preparation of new plastered surfaces and applying three coats of white wash complete all as specified and directed. |
| 64 | M&L as in repair for providing CRS TMT bars any dia in various structural RCC elements like columns, beams, Slabs etc. including cutting, bending, fixing of bars with welding/ tying as required at site with & including binding wires etc. and all relevant works like anchoring of the bars in the existing RCC Members, complete all as specified and directed. |
| 65 | S & F in repairs 40 mm bore PVC pipes single socketed in any length jointed and fixed to walls and floors for spouts, washbasin outlet |
| 66 | M&L for preparation of old painted surfaces of anydescriptionand applying one coat of cement base paint on wall with necessary scaffolding arrangement.Note: The contractor shall clean the window panes including splashes of paint etc and the quoted rate is deemed to be included for the same. |
| 67 | M&L for complete removal / scrapping of existing surfaces and formingV groovesin plaster on face and filling crackswith crack X paste of M/s Dr fixit or with eequivalent of M/s STP Ltd & providing leakage/seepage proof coating by applyingprimeseal primer of Dr fixit or equivalent of M/s STP Ltd under torch dry condiiton and subsequently applying two coats of water proof decorative elastomeric coating system rain coat select system of M/s Dr fixit or equivalent of M/s STP Ltd over prepared surfaces including necessary scaffolding.Note:- The afore said treatment shall be got executed by the contractor frpom authorised applicator of the manufacturer and also necessary documents in support of the above shall be submitted by the contractor complete all as specified and directed. |
| 68 | S&F as in repairs for PVC coated chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by EIC. |
| 69 | S & F framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde E 165 including dismantling of old/existing steel work of any type/section complete allas specifiedand directed by EIC. |
| 70 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia pipe complete all as specified and directed by EIC. |
| 71 | M & L for plain cement concrete 1:3:6 type C2 as in bed to drain pipe, 100mm bore including packing under and haunching against the sides of pipes after they are laid and testedincluding necessary shuttering and supports to concrete & M&L for100mm internal dia sail glazed stone-ware drain pipe Grade\"A\" laid in trenches and jointed & Dismantling any type of pipe including requisite excavation complete all as specified and directed by EIC. |
| 72 | M & L PCC 1:3:6 type C2 using (40 mm graded aggregate) as in surface channels and drains. including demolition of cement concrete in ground floors (below or above ground level) not exceeding 15cm thicknessand removing the debris outside MD land upto requisite lead all as specified and directed |
| 73 | 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, complete all as specified and directed by EIC. |
| 74 | Add or deduct for each 25 mm girth or part thereof over or under 30cminner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc, complete all as specified and directed by EIC. |
| 75 | M&L for PCC 1:4:8 type D2 using (40mm graded aggregate) in foundations, fillings and mass concrete below ground level including demolition of old/existing concrete below ground level of any description n.exc 15cm thick and removing debris outside MD land upto requisite distance complete all as specified and directed by EIC. |
| 76 | M&L for Pre-cast cementconcrete blockmasonry with solid blocks, exc. 10 cm in width andsetting CM 1:6 in mortar ,Type B1,1:3:6,(20mm gradedaggregate)including demolition of old masonry of any description completeall as specified and directed by EIC. |
| 77 | M & L for walling of random rubble masonary, uncoursed, well bonded, bedded and soildly hearted built in cm1:6 & Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses including demolition of old masonry of any description complete all as specified and directed by EIC. |
| 78 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 complete all as specified and directed by EIC. |
| 79 | Note : A SUM OF RS 16465.00 TOWARDS SCHEDULE OF CREDIT SHALL BE DEDUCTED TO ARRIVE THE CONTRACT SUM |
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