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Tender For supply of putty for use on window frames as per is 419 (q3) , thinner for epoxy paints (bhel) (q3) , varnishes or shellac varnish as per is 347 (q3) , welding rods and filler wire for gas shielded arc welding of structural steel as per is 6419 (q4) , emery cloth (q3)
Tender For supply of stainless steel sinks for domestic purposes (v3) as per is 13983,chlorinated polyvinyl chloride (cpvc) pipes for potable hot and cold water distribution supplies (v2) as per is 15778,chlorinated polyvinyl chloride (cpvc) pipes for potable hot and cold water distribution supplies (v2) as per is 15778,birla opus b70 waterproffing paint 20 ltr pack,flash strip 1mx10m,brush bond roof guard premium 10ltrs,plug rendrock 15kg,fiber mesh 10mx1m,roof seal classic dr fixit 20ltr,sikka flex 600m,pidilite sealent 600ml,elephant shields liquid rubber 10 ltr,epdm waterproof sheet,epdm waterproof sheet 10 mx1.2m size,gripite aa40 high performance synthetic rubber adhesive 5 ltr pack,fosroc nit bond sbr 20ltr,fosroc conbextra ep 10m 3 point 30ltr,stp tarfelt lm 20ltr,asian paint damp proof ultra 20ltr,pu chemical for grouting 14 10kg pack,pressure washer machine,wall sander,dr fixit raincoat neo 20ltr,white cement ikg,roller,paint brush,roof guard premium 20ltr,sewage cleaning pump,angle grinder machine for roof cleaning,sta
Tender For supply of ext acrylic emulsion paint sugarednut as per spec ts2501 , ext acrylic emulsion paint ginger bread as per spec ts2502 , damp proof primer , synthetic enamel paint black as per spec ts 2503 , synthetic enamel paint post office red as per spec ts2504 , synthetic enamel paint leaf brown as per spec ts 2505 , int acrylic emulsion paint evening moon as per spec ts 2506 , acrylic distemper white-interior as per spec , wall cement putty white as per spec
Tender For supply of bitumin felts and misc products c c--bitumen felts for water proofing and damp proofing as per is 1322 (q3) , copper alloy taps/stop valves (v2) conforming to is 8931 (q3) , copper alloy gate valve for waterworks purpose as per is 778 (q3) , aluminium rectangular road stud , rubber speed breaker loaded capacity 2500 kg , seat for chair verandah , frosted glass of size 1200mm x 900mm x 3 mm , back for chair verandah
Tender For custom bid for services - tender for annual rate contract for specialized works at mrpl as per boq and scope of work (bidder has to quote lumpsum price higher or lower than the sor value including gst); 1 1057794 providing and laying of 6 mm frp with bisphenol a epoxy vinyl ester resin(viscosity 450mpa density 1.08g/cm3). 6mm thick laminate with the construction: sv(surface veil)+2x csm(chopped strand mat) 450 g/m2+wr(woven roving 800 g/m2)+csm+wr+csm,glass content 40wt% (tensile strength 150mpa flexural strength 210mpa) including primer as per the technical specifications and directions of the eic. 2 1057795 providing and laying of 4 mm frp with bisphenol a epoxy vinyl ester resin(viscosity 450mpa density 1.08g/cm3). 4mm thick laminate with the construction: sv(surface veil)+2x csm(chopped strand mat) 450 g/m2+wr(woven roving 800 g/m2)+csm,glass content 40wt% (tensile strength 150mpa flexural strength 210mpa) including primer as per the technical specifications and directions of the eic. 3 1057796 providing and laying of 2 mm frp with bisphenol a epoxy vinyl ester resin(viscosity 450mpa density 1.08g/cm3). 2mm thick laminate with the construction: sv(surface veil)+2x csm(chopped strand mat) 450 g/m2+wr(woven roving 800 g/m2)+csm,glass content 40wt% (tensile strength 150mpa flexural strength 210mpa) including primer as per the technical specifications and directions of the eic. 4 1057797 providing and laying of 6 mm frp with isophthalic polyester resin (viscocity of 500mpa tensile strength of 75mpa tensile elongation 4%& flexural strength of 140 mpa ) including primer as per the technical specifications and directions of the eic. 5 1057798 providing and laying of 4 mm frp with isophthalic polyester resin (viscocity of 500mpa tensile strength of 75mpa tensile elongation 4%& flexural strength of 140 mpa ) including primer as per the technical specifications and directions of the eic. 6 1057799 providing and laying of 2 mm frp with isophthalic polyester resin (viscocity of 500mpa tensile strength of 75mpa tensile elongation 4%& flexural strength of 140 mpa ) including primer as per the technical specifications and directions of the eic. 7 1057810 supply and laying of 2 mm frp with general purpose glass and resin including primer as per tender and instructions of eic. 8 1057811 joints repair of existing ppg lining with thermoplastic chemical resistant ppg of 3.5 mm thick where 2 mm will be the sheet and 1.5 mm aprox is the adhesive flooring & lining having tensile strength at yeild not less than 37.59 n/mm2,elongation yield- 25.2%,flexural modulus- 1522.5 n/mm2 and acid and alkaline resistance from ph value 2 to 14 and as per enclosed specification and as directed by eic 9 1016067 supply of thermoplastic chemical resistant ppg of 3.5 mm thick where 2 mm will be the sheet and 1.5 mm aprox is the adhesive flooring & lining having tensile strength at yeild not less than 37.59 n/mm2,elongation yield- 25.2%,flexural modulus- 1522.5 n/mm2 and acid and alkaline resistance from ph value 2 to 14 and as per enclosed specification and as directed by eic 10 1016068 laying of thermoplastic chemical resistant ppg for 3.5 mm thick where 2 mm will be the sheet and 1.5 mm aprox is the adhesive flooring & lining including removal of the exisiting lining,joining/welding etc all complete as per enclosed specification and directed by eic. 11 1028194 supply of 5 mm pp/frp prefabricated system where sheet will be of 5mm in black color with u.v. stabilizing agent. along with material for 5 mm thick frp lining (adhesive) i.e. resin, woven roving, csm and special additive(hsn code 70199090). and as directed by eic 12 1028195 laying of 5mm pp/frp prefabricated system where sheet will be of 5mm in black color with u.v. stabilizing agent. along with material for 5 mm thick frp lining (adhesive) i.e. resin, woven roving, csm and special additive(hsn code 70199090) 13 1057812 providing and applying of epoxy putty filling in irregularitie
Tender For corrigendum : supply of supply of gaskets, o ring, teflon, washer, bushing seal, teflon tape,flex-kwik, devgun putty,supply of materials as per is standard for complete epoxy painting single coat primer double coat paint of each transformer,bucholz relay,mog,breather with silica gel,oil temperature indicator,winding temperature indicator,pressure relief valve,ht bushing,lt bushing,neutral bushing,octc,prismatic gauge,wti ct,aircell,complete marshalling box with all new parts,radiator valves,hv turret ct,lv turret base plate,support insulator,radiator,hardware,site overhauling charges for 12.5mva transformer,oil testing from nabl approved lab
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved