Tender For repair of various items at ambikanagar library ward 82 - removing the existing cernent plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.note: following items to be executed after prior approval of superintending engineer., providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete., removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete., providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete., providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on bothsides, and finishing with french polish etc. complete., providing and fixing in position. (as per 1.5 * 0.1868 / 1982 ) aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.5 * 38.1 * 1.02 mm at weight 0.547 kg/rmt. and window frame bottom track section 61.85 * 31.75 * 1.2r at weight 0.695 kg/rmt. top and side track section 51.85 * 31.75 * 1.3 mm at weight 0.659 kg/rmt. the shutter should be of bearing bottom 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. inter locking section 40 * 18 * 1.1 mm at weight 0.469 kg/rmt. and handle section 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. and top section 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. as per detailed drawings and as directed by engineer in charge with all necessary aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour anodising with box., providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete., dismantling the r.c.c. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete., providing and laying cast in situ/ready mix cement concrete m-20 of trap/granite/quartzite/gneiss metal for r.c.c. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (excluding reinforcement and structural steel). with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with natural sand/v.s.i. quality artificial sand, providing and fixing in position tmt - fe-500 bar reinforcement of various diameters for r.c.c. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete., providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand face
Tender For minor structural repairs demolishing and recasting of damaged unsafe gutter drain wall at the roof (225-229), replacement of damaged rcc chajja with frp, repair of plinth, damaged paver blocks, damaged wall plaster, beams columns and other miscellaneousellaneous repairs to building no.225-229 (5 nos.) type-iv buildings in sector-vi, kane nagar, antop hill, mumbai-37.subwork/packages:minor structural repairs demolishing and recasting of damaged unsafe gutter drain wall at the roof (225-229), replacement of damaged rcc chajja with frp repair of plinth damaged paver blocks damaged wall plaster, beams columns and other miscellaneousellaneousrepairs to building no.225-229 (5 nos.) type-iv buildings in sector-vi, kane nagar, antop hill, mumbai-37
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,
Tender For under case number 04/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 02 within the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum siz of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work u to plinth level., , foundations, footings, bases of columns, etc. for mass concrete."-"centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:", , cement concrete grade m-20 (nominal mix with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level., , providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", , construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", , 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", , two or new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", , 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.", , 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.", , 600 mm dia-"providing. laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.",
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,
Tender For under case number 08/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 06 within the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum siz of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work u to plinth level., , foundations, footings, bases of columns, etc. for mass concrete."-"centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:", , cement concrete grade m-20 (nominal mix with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level., , providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", , construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", , 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", , two or new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", , 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.", , 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.", , 600 mm dia-"providing. laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing o f joints.",
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,
Tender For under case number 11/25x3/5, small construction work, maintenance, repair, patchwork and material supply work in ward number 09 under the body area.-, , cement concrete grade m-10 (nominal mix with 40 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, foundations, footings, bases of columns, etc. for mass concrete centering and shuttering including strutting, propping stretchin g etc. complete for and removal of form work by sheet plate or ply wood shuttering for:, cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate-providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level, providing and laying cement concrete grade m-20 (nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bitum inous sealant (without dowel bars). (max. thickness 20cm)", , thermo-mechanically treated bars. (fe 500 d or more)-"reinforcement for r.c.c. work including straightening, cutting, bending, placi ng in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/inclined pos ition of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of is: 13920; is 456 & sp: 34) etc. complete.", construction of granular sub-base by providing coarse graded material (cbr>30), spreading in uniform layers with motor grader on pr epared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.", 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, , two or more coats on new work.-"distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.", 300 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., 450 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints, 600 mm dia-"providing, laying and jointing non-pressure (np4) rcc socket & spigot pipes with rubber gasket joint including testing of joints., ,