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Tender For supply, installation, testing and commissioning of 2 no. chillers with cooling tower in central ac plant of main hospital at skims soura - sitc of vfd based, ahri/ eurovent certified, water-cooled, mono/ twin screw type chiller of capacity not less than 100 tr with allied items. the item shall be complete and ready to be connected with main headers in the existing central air conditioning plant of skims soura. the chiller shall be accompanied with microprocessor based control panel with all safety, switch gears needed for safe, smooth and hassle-free operation. the job includes laying of foundation as per oem recommendation which shall be not less than 6 inches above the finished floor level. the technical specifications are further detailed in annexure b., sitc electric-motor driven centrifugal pump for condenser and chiller sides having a discharge of 15 to 18 litres per second, head of 30 metres, 1450 rpm. the technical specifications are furhter detailled in annexure b., insulated chilled water piping (nitrile rubber insulation)supplying, laying/ fixing, testing and commissioning of following nominal sizes of chilled water piping inside the building (with necessary clamps, vibration isolators and fittings but excluding valves, strainers, gauges etc.) duly insulated with following closed cell elastometric nitrile rubber of minimum 45 kg/ cum density, thermal conductivity 0.037 w/mk or better at 20 deg mean temperature class o insulation applied by suitable adhesive complete including repairing of damage to building etc. as per specifications and as required complete in all respect.note: the pipes of sizes 150mm & below shall be m.s. c class as per is: 1239 and pipes size above 150mm shall be welded black steel pipe heavy class as per is: 3589, from minimum 6.35mm thick m.s. sheet for pipes upto 350 mm dia., 300 mm (32mm nitrile insulation thickness), 250 mm (32mm nitrile insulationthickness), 150 mm (32mm nitrile insulationthickness), 125mm (32mm nitrile insulation thickness), 100 mm (32mm nitrile insulationthickness), 80 mm (32mm nitrile insulation thickness), 65 mm (32mm nitrile insulationthickness), sitc of butterfly valves with di body double flanged construction with epdm coated disc with long pitch and pn 16 pressure rating as per is 13095 (1991), 250 mm , 150 mm , 125 mm , 100 mm , 80 mm , 65 mm , providing and fixing of aluminum cladding of 0.63 mm thick sheet to the insulated pipelines including bends, valves, fittings, etc. the job includes grooving, providing and fixing of screws, washers etc. as per is : 2676 - 1981, 300 mm (32mm nitrile insulation thickness), 250 mm (32mm nitrile insulation thickness), 150 mm (32mm nitrile insulationthickness), 125mm (32mm nitrile insulationthickness), 100 mm (32mm nitrile insulation thickness), 80 mm (32mm nitrile insulationthickness), 65 mm (32mmnitrile insulation thickness), sitc of ductile iron non-return valve of following size with allied jobs as per site requirement. the valve shall be conforming to is-5312. pressure rating : pn16, 150 mm , 125 mm , 100 mm , sitc of y-strainer (ci) flanged end, of following size with allied jobs as per site requirement. pressure rating : pn16, 150 mm , 125 mm , 100 mm , 80 mm , sitc of balancing valve (ductile iron) of following size with allied jobs as per site requirement. pressure rating : pn16, 150 mm , 125 mm , sitc of t-strainer (c.i.) of following size with allied jobs as per site requirement. pressure rating : pn16, 250mm , sitc of fully stainless steel pressure gauge (bourdon beryllium copper, socket ss316l, case and bazel ss304), rugged construction with epdm blowback, safety glass. 0-40 kg/cm , dual display bar/psi or selectable, sitc in position the bi-metal dial thermometer temperature guage 4 dail size bsp (m) connection, ss case and ss wetted parts completer as required, sitc of air release valve of following size. air release valves shall be provided at all higher points in piping system for venting., 25 mm dia , sitc
Tender For corrigendum : supply of different types of orings and sealing rings of ktps dvc on ss basis from irp hardwar d d - cc and 60 percentage neoprene content size_dia4mm , rubber cord 5x60 l 14600 part no 9144050100500013 , neoprene rubber cord of density 2.2 gm per cc and 60 percentage neoprene content size_dia12mm , o_ring d57x3.5 assly drg desc oil trap assly drg no 21500001028 part no 9 variance no 0 , sealing cord ass drg desc lp casing joint plane sealing assly drg no 11077141000 part no 1 variance no 0 , washer lock rect_steel part no 0144030101800021 , o_ring 55x4 part no 1139080100000005 , automatic gasket set 1170 ass drg desc ip control valve servomotor assly drg no 01140427000 part no 105 variance no 2 , o_ring assy drg no 1123230100001016 , rubber profile l 5.4m part no 1144030100500021 , o_ring 34x3 assy drg no 0114240100000040 , rubber cord neoprene size_10mm dia , neoprene rubber sheet thickness_3 mm , o_ring 71x3 ass drg desc hyd. speed governor assly drg no 01142105000 part no 57 variance no 0 , o_ring 50x4 ass drg desc low vacuum trip assly assly drg no 01142401000 part no 43 variance no 0 , o_ring ass drg desc hyd. speed governor assly drg no 01142105000 part no 86 variance no 0 , o_ring size_9.5x2.4 , o_ring 55x4 ass drg desc change over valve assly drg no 11323601000 part no 21 variance no 0 , o_ring ass drg desc h p front bearing pedestal assly drg no 01160127000 part no 46 variance no 0 , o_ring 25x3 ass drg desc overspeed trip testing unit assly drg no 01142602000 part no 36 variance no 0 , o_ring 12x3 ass drg desc overspeed trip testing unit assly drg no 01142602000 part no 20 variance no 0 , o_ring 36.5x2.65 ass drg desc hp control valve servomotor assly drg no 01140241000 part no 107 variance no 0 , o_ring 40x3 ass drg desc overspeed trip testing unit assly drg no 01142602000 part no 21 variance no 0 , o_ring 18x2.65 ass drg desc main oil pump assembly assly drg no 01160505000 part no 6 variance no 0 , o_ring ass drg desc h p front bearing pedestal assly drg no 01160127000 part no 30 variance no 0 , o_ring ass drg desc hp ip bearing pedestal assly drg no 01170118000 part no 15 variance no 0 , o_ring to spec. tg60158 part no 0139120101700053 , o_ring 1367x8 ass drg desc turbine oil cooler_for mejia tps_ph_ii assly drg no 01650170011 part no 13 variance no 0 , o_ring 1034x8 ass drg desc turbine oil cooler_for mejia tps_ph_ii assly drg no 01650170011 part no 15 variance no 0 , o_ring drg no 01144105500 ass drg desc supply unit for valves ip 1 and 2. assly drg no 01144105500 part no 63 variance no 0 , o_ring drg no 01145045000 ass drg desc gov.syst.protection rack asly assly drg no 01145045000 part no 27 variance no 0 , o_ring 1284x8 ass drg desc turbine oil cooler_for mejia tps_ph_ii assly drg no 01650170011 part no 16 variance no 0 , o_ring 53x3.55 assly drg desc control fluid pipe assly drg no 21144105620 part no 13 variance no 0 , o_ring 1234x8 ass drg desc turbine oil cooler_for mejia tps_ph_ii assly drg no 01650170011 part no 14 variance no 0 , o_ring drg no 01145045000 ass drg desc gov.syst.protection rack asly assly drg no 01145045000 part no 28 variance no 0 , o_ring 12x3 ass drg desc assy.of extraction valve relay assly drg no 01142502000 part no 29 variance no 0 , o_ring drg no //bid details 4 / 151 01145045000 ass drg desc gov.syst.protection rack asly assly drg no 01145045000 part no 21 variance no 0 , o_ring ass drg desc supply unit for valves hp 1 and 7 assly drg no 01144105000 part no 54 variance no 0 , o_ring 18x3 ass drg desc assy.of extraction valve relay assly drg no 01142502000 part no 27 variance no 0 , o_ring 63x3.55 assly drg desc control fluid pipe assly drg no 21144105620 part no 14 variance no 0 , o_ring drg no 01145105000 ass drg desc frame for protection rack assly drg no 01145105000 part no 2 variance no 0 , o_ring drg no 01145045000 ass drg desc gov.syst.protection rack asly assly drg no 01145045000 part no 10 variance no 0 , o_ring drg no 01145045000 ass drg desc gov.syst.prot
Tender For corrigendum : supply of fabrication and testing of tensometer round threaded test specimen mechanical testing , fabrication and testing of tensometer flat test specimen mechanical testing , fabrication and testing of tensometer round threaded test specimen titanium mechanical testing , fabrication and testing of charpy test specimen , fabrication and testing of izod single notch round test specimen , fabrication and testing of ferrous chemical analysis sample , fabrication and testing of hardness analysis sample , fabrication and testing of non ferrous chemical analysis sample , fabrication of microstructure sample and testing , fabrication and testing for grain flow , fabrication of sample and testing of ferrous non ferrous wire laminated shim for chemical by wet analysis , aluminium electrial conductivity , nylon pa6 specific gravity , nylon pa6 ball indentation hardness mpa , virgin ptfe iso 13000 teflon hardness , virgin ptfe iso 13000 teflon density , plexi glass dtd5592a thermal requirement melting point , plexi glass dtd5592a thermal requirement crazing test , foam core wl 514611 density , foam core wl 514611 compressive strength , polyetherimide specific gravity fiber glass content percentage by weight , polyetherimide shore d hardness , celeron sheet density , celeron sheet tensile compressive strength , raw material cut piece collection charges from hc stores + /bid number : gem/2025/b/6326947 , /dated: 10-06-2025 ( ( / bid document 1 / 22
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., ,