Retrofitting of GCPS Tundi Block A, (Sr. No. 1 to 15), GCPS Tundi Block B, (Sr. No. 16 to 30),GCPS Tundi Block C, (Sr. No. 31 to 45), GCPS Tundi Block D, (Sr. No. 46 to 60).GCPS Garnota Block A (Sr. No. 61 to 75), GCPS Garnota Block B (Sr. No. 76 to 90), GCPS Garnota Block C (Sr. No. 91 to 105), GCPS Garnota Block D (Sr. No. 106 to 120),; 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 2 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 5 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 7 Hot rolled deformed bars 8 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 9 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 10 Centering and shuttering including strutting, propping etc. and removal of form for : 11 Foundations, footings, bases of columns, etc. for mass Concrete 12 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 13 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 14 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 15 1:4 (1 cement: 4 coarse sand) 16 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 17 Cement mortar 1:4 (1 cement : 4 coarse sand) 18 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 19 For horizontal surface one coat @1.10 kg per sqm. 20 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 21 12 mm average thickness. 22 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 23 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 24 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 25 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 26 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 27 Electrical fitting charges(per room) 28 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 29 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 30 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 31 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 32 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 33 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 34 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 35 Hot rolled deformed bars 36 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 37 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 38 Centering and shuttering including strutting, propping etc. and removal of form for : 39 Foundations, footings, bases of columns, etc. for mass Concrete 40 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 41 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 42 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 43 1:4 (1 cement: 4 coarse sand) 44 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 45 Cement mortar 1:4 (1 cement : 4 coarse sand) 46 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 47 For horizontal surface one coat @1.10 kg per sqm. 48 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 49 12 mm average thickness. 50 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 51 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 52 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 53 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 54 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 55 Electrical fitting charges(per room) 56 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 57 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 58 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 59 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 60 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 61 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 62 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 63 Hot rolled deformed bars 64 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 65 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 66 Centering and shuttering including strutting, propping etc. and removal of form for : 67 Foundations, footings, bases of columns, etc. for mass Concrete 68 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 69 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 70 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 71 1:4 (1 cement: 4 coarse sand) 72 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 73 Cement mortar 1:4 (1 cement : 4 coarse sand) 74 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 75 For horizontal surface one coat @1.10 kg per sqm. 76 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 77 12 mm average thickness. 78 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 79 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 80 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 81 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 82 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 83 Electrical fitting charges(per room) 84 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 85 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 86 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 87 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 88 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 89 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 90 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 91 Hot rolled deformed bars 92 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 93 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 94 Centering and shuttering including strutting, propping etc. and removal of form for : 95 Foundations, footings, bases of columns, etc. for mass Concrete 96 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 97 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 98 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 99 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 100 1:4 (1 cement: 4 coarse sand) 101 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 102 Cement mortar 1:4 (1 cement : 4 coarse sand) 103 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 104 For horizontal surface one coat @1.10 kg per sqm. 105 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 106 12 mm average thickness. 107 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 108 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 109 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 110 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 111 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 112 Electrical fitting charges(per room) 113 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 114 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 115 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 116 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 117 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 118 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 119 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 120 Hot rolled deformed bars 121 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 122 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 123 Centering and shuttering including strutting, propping etc. and removal of form for : 124 Foundations, footings, bases of columns, etc. for mass Concrete 125 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 126 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 127 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 128 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 129 1:4 (1 cement: 4 coarse sand) 130 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 131 Cement mortar 1:4 (1 cement : 4 coarse sand) 132 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 133 For horizontal surface one coat @1.10 kg per sqm. 134 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 135 12 mm average thickness. 136 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 137 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 138 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 139 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 140 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 141 Electrical fitting charges(per room) 142 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 143 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 144 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 145 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 146 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 147 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 148 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 149 Hot rolled deformed bars 150 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 151 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 152 Centering and shuttering including strutting, propping etc. and removal of form for : 153 Foundations, footings, bases of columns, etc. for mass Concrete 154 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 155 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 156 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 157 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 158 1:4 (1 cement: 4 coarse sand) 159 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 160 Cement mortar 1:4 (1 cement : 4 coarse sand) 161 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 162 For horizontal surface one coat @1.10 kg per sqm. 163 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 164 12 mm average thickness. 165 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 166 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 167 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 168 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 169 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 170 Electrical fitting charges(per room) 171 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 172 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 173 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 174 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 175 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 176 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 177 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 178 Hot rolled deformed bars 179 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 180 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 181 Centering and shuttering including strutting, propping etc. and removal of form for : 182 Foundations, footings, bases of columns, etc. for mass Concrete 183 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 184 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 185 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 186 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 187 1:4 (1 cement: 4 coarse sand) 188 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 189 Cement mortar 1:4 (1 cement : 4 coarse sand) 190 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 191 For horizontal surface one coat @1.10 kg per sqm. 192 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 193 12 mm average thickness. 194 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 195 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 196 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 197 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 198 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 199 Electrical fitting charges(per room) 200 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame) 201 Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. 202 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 203 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads. 204 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and upto floor two level. 205 1:4:8 (1 Cement : 4 coarse sand : 8) graded stone aggregate 40 mm nominal size) 206 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and upto floor two level. 207 Hot rolled deformed bars 208 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 209 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) 210 Centering and shuttering including strutting, propping etc. and removal of form for : 211 Foundations, footings, bases of columns, etc. for mass Concrete 212 Columns, Pillars, Piers, Abutments, Posts and Struts and upto floor two level. 213 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 214 Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. 215 CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 216 1:4 (1 cement: 4 coarse sand) 217 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 218 Cement mortar 1:4 (1 cement : 4 coarse sand) 219 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 220 For horizontal surface one coat @1.10 kg per sqm. 221 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 222 12 mm average thickness. 223 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications 224 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 225 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 226 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) 227 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 228 Electrical fitting charges(per room) 229 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame)
