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Tender For corrigendum : repair resurfacing of certain roads and connected items at bd bari mil stn - m&l preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc to black top surfaces, and applying evenly a priming/tack (viscosity grade paving bitumen of grade vg-10) @ 5 kg per 10 sqm to road surface bituminous asphaltic semi dense concrete consolidated thickness 30 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, (viscosity grade paving bitumen of grade vg-30) and 4% stone dust conforming to required specification for filler as per irc-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tone power roller completed all as specified and as directed., m&l for repair to potholes, any depth ,not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, applying tack coat with (viscosity grade paving bitumen of grade vg-10) @ 10.0 kg per 10 sqm of surface putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings),completed all as specified and as directed., premix bituminous macadam laid / rolled and compacted using 8 to 12 tonne power roller to required gradient and camber, with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade vg-30 grade by weight of toal mix (consolidated thickness 75mm or less) completed all as specified and as directed., m&l providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required completed all as specified and as directed., m&l for marking lines 2.5 mm thick, dashes arrows etc of any description n. exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint of approved colour confirming to bs-3262-1989 with special applicator machine all as per manufacturere instruction completed all as specified and as directed., supply and fix solar cat eye (green/red) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc completed all as specified and as directed., supply and fixing metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 (150x150x300mm) type b1 complete all as specified and directed, s&f manufacturing, supplying and fixing retro reflective mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fu
Tender For unit rate of composite items for recharge scheme for new and defunct tube wells/wells for groundwater recharge in bhavnagar dist. for the year 2026-27 - half brick masonry in common brunt clay building bricks having crushing strength not less than 35 kg/sq.cm. in cement mortar 1:4 (1- cement : 4 -coarse sand ) in foundation and plinth (b) conventional(r&b sor 2024-25 , it.code-06008a2a, p.no.70)(1 represents labour cess added), brick work using common burnt clay building bricks having crushing strength not less than 35 kg./sq.cm. in foundation and plinth in cement mortar 1:5. (1- cement : 5 -fine sand) (b) conventional(r&b sor 2024-25, it.code-06001ba, p.no.67)(1 represents labour cess added), providing, laying and jointing in true line and level 110 diametre u.p.v.c (type b) conforming to is 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to isi 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of pvc clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.(r&b sor 2024-25 it.no.23067, pg.no.164)(1 represents labour cess added), providing & fixing 200 mm dia "u" pvc casing pipe "cm" type pipe.( gwssb sor mech 2022-23 section-b, page. 21, item no. 11-b ), providing & fixing 175 mm dia "u" pvc casing pipe "cs" type pipe.( gwssb sor mech 2022-23 section-b, page. 21, item no. 11-b ), drilling of bore well by dth rig in rocky formation in all talukas of all districts of zone - iii. up to 350 mtr. for dia 200mm(gwssb 2022-23 sor, it.no.3.2, p.no.2), excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materialsand disposingofftheexcavatedstuffupto50 meter lead.(b) dense or hard soil(r&b sor 2024-25 , it.code-04b001b, p.no.47)(1 represents labour cess added), excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materialsand disposingofftheexcavatedstuffupto50 meter lead.(d) soft rock not requiring blasting(r&b sor 2024-25 , it.code-04b001d, p.no.47) (1 represents labour cess added), jungle cutting and site clearing(r&b sor 2024-25 , it.code-26117a, p.no.246) (1represents labour cess added), pebbles of size 5 to 10 millimeter (river pebbles)(gwssb mech 2022-23 sor,anne-a sr 18 ), gravel of size 2 to 5 millimeter(gwssb mech 2022-23 sor,anne-a sr 18 ), coarse sand(gwssb 2022-23 sor, section 1d it.no.5.1, p.no.61), backfilling of excavated tranch for pipeline with soil(gwssb 2022-23 sor, section 1&2b it.no.14(1), p.no.40), suppliying o graded stone aggregate of following sizes (forw.b.m. road)(2) hand broken stoneaggregate 40 mm to 63 mm size.(r&b sor 2024-25 , it.code-26011b, p.no.176), supplying of crushed stone aggregates, chippings etc.of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater and grading asper i.r.c. code.(iv) 20mm(r&b sor 2024-25 , it.code-26012d, p.no.176) (1 represents labour cess added), supplying of crushed stone aggregates, chippings etc.of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater and grading asper i.r.c. code.(vi) 10mm(r&b sor 2024-25 , it.code-26012f, p.no.176) (1represents labour cess added), spreading and laying stone agreegate of different size in to proper layer specified as per design and drawing inncl. hand packing etc complete with all lead and lift (as per ra), providing and fixing in position white marble plate of size 45x45x1.8 cm incl ingraving the tettera as per drawing/as direct etc complete. (irr. sor 2024-25 ch.5 it.17 pg.22)
Tender For nagar panchayat bhargain chishti peer baba prangad mai vibhinn sthalon par yatriyon k baithane hetu redstone ki bench k adhisthapan ka kary.
Tender For corrigendum : providing of custom bid for services - addition & alteration construction of bio-chemistry lab at second floor. - dismantaling and disposal work; (a) first floor roof existing fibre sheet removal and disposal (16x5)feet , (b)second floor(bio chemistry) existing brick wall 9" th. dismantling and disposal , ( c) existing window removal (6x4'-6") , (d) existing floor dismantling and disposal , " 6.4.1 brick work with common burnt clay f.p.s (non modular) bricks of class designetion 7.5 in superstructure above plint level in all shapes and sizes in cement mortar1:6(1cement 6 coarse sand) " , plaster inside 12mm with 1: 6 ratio with fine sand , external plaster 15mm 1 :4 ratio 18mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 ( 1cement :5 coarse sand ) and a top layer 6mm thick plaster , providing and laying reinforcement work , providing and laying rienforce cement concrete in retaining walls including attatched pilasters, colmns,piers,abutments pillars,posts,struts,buttresses,string,or lacing courses,parapets,coping,bed blocks,anchor blocks window sills ,fillllets,sunken floor etc.up to floor five level ,excluding the cost of centering ,shuttering ,reinforcement and finishing (5.2.2) , floor and roof protection work ;(4.20a.2.2) concrete of m15grade with minimum cement content 240kg/cum , 11.49.2 floor tiles; providing and laying full body vitrifiedtile in floor of minimum thickness 15mm with water absorption less than 0.06% and confirming to is:15622,of approved make, brand and manufacturer.laid on 20 mm thick cement mortar 1:4 . including grouting the joints with white cement /matching grout size600x600 , skirting , structural steel work welded in built up sections /framed work including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel .(250x125) , "redstone for slab providing sand stone slab for roofing and laying them in cement mortar1:4 ( 1 cement : 4 coarse sand ) over wooden karris or rcc battens or structural steel section (karries or battens or or structural steel. " , providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: , counter slab stone work , 8.2.2 . providing and fixing 18mm thick gang saw cut mirror polished, premoulded and prepolished,machine cut for kitchen platforms ,vanity counters,window sills ,facias and similar locations of required size approved shade ,colour and texture laid over20 mmthick base cement mortar, joint treated with white cement mixed matching pigment,including rubbing curing ,moulding and polishing of edges excluding hosting and transportation , counterslab stone skirting , providing edge moulding to 18 mm thick marble/granite stone counter,vanities etc. , p\ fteak wood frame ,providing wood work in frames of doors windows and other frames wrought framed and fixed in position with hold fast lugs or with dash fasterners of requireddia and length( hold fastlugs or dash fastenershall be paid for separetely. , p\f flush door , providing and fixing is markedflush door shutters confirming to is ;22029 part 1) non decorative type core of construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (9.21.1) 35 mm thick including isi markedsteel but hinges with necessary screws , fixing of aluminium window with all necessary at site available at site , providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. , distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : , finishing walls with acrylic sm
Tender For supplying of materials and supplying and spreading of materials at various places of vapi municipal area. annual rate 2026-2027 - supplying of yellow earth, garden soil at site as directed., supplying of hard murram at site as directed., supplying of coarse clean sharp sand at site as directed., supplying of crushed stone aggregates, chippings etc. of disintegrated pieces, eletatrious and organic matter (for bitumen surface dressing etc.) and grading as per i.r.c.code., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii) 40 mm to 90 mm size metal, (iv)9 thick rubble, supplying bricks., supplying of granular sub base by providing coarse graded material, mixing by mix in place method with rotavator at omc, with grading material of 53 mm to 26.5 mm size @35 percent,26.5mm to 4.75 mm @ 45 percent and 2.36mm below @ 20 percent at site as directed., providing wet mix base course maximum 200 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, including cost of materials labour plant and equipment etc complete, construction of granular sub-base by providing coarse graded material(metal), spreading in uniform layer on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, etc, complete as directed by engineer in charge., providing and laying wet mix base course maximum 150 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, spreading into grade and camber with mechanical paver and consolidation with vibratory road roller including cost of material labour plant and equipment etc complete as directed by engineer in charge., supplying and spreading of following materials at site as directed by engineer in charge including rolling and consolidation with vibratory roller as directed by enigineer in charge., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii)40 mm to 90 mm size metal, (iv)9 thick rubble, supplying and spreading hard murram including rolling and consolidation with vibratory roller as directed by enigineer in charge., note:- all rate are required compulsory
Tender For corrigendum : upgradation to 105 no. staff quarter for rajya sabha awas at ina, new delhi during 26-27 (sh: provision of parking shed, redstone work, ci work and other miscellaneousllaneous work at rajya sabha awas)subwork/packages:provision of parking shed, redstone work, ci work and other miscellaneousllaneous work at rajya sabha
Tender For upgradation to western court hostel/annexe under sub div-iii of pawd-i dg.2026-27 (sh: provision of profile sheet, coping of redstone, concertina coil work etc. on boundary wall of western court)subwork/packages:provision of profile sheet coping of redstone, concertina coil work etc. on boundary wall of western court
Tender For work-9 redstone work on the wall of mahavir park located in shalimar mohan nagar zone, ward-73. - work-09 redstone work on the wall of mahavir park, located in shalimar (mohan nagar zone, ward-73).