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Central Government/Public Sector

TRN :49055340 | 31 May, 2025

Tender Value : 49.00 Lacs

Pune - Maharashtra

Tender for tender for welcome maint to offrs md accn under age br-i of ge (south) pune; 1 m&l for preparation of old decorative surfaces of ceiling including cornices (plastered or un-plastered) by brooming down and scrapping wherever necessary and applying one coat of white wash complete all as specified and directed 2 m&l for preparation of old decorative surfaces of wall including, cornices (plastered or unplastered)of any description, sand papered and dusted and applying one coat of oil bound distemper of any tint complete all as specified and directed. 3 m&l for preparation of old decorative surfaces of wall including, cornices (plastered or unplastered)of any description, sand papered , and dusted including complete removal of existing surface of walland applying two coats of oil bound distemper over and including a coat of 2mm thick wall care putty complete all as specified and directed 4 m&l for preparation of old painted wooden surfaces exc. 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed 5 m&l for preparation of old painted steel surfaces exc. 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed 6 m & l for preparation of surface of any description (plastered and old decorated) over 10 cm width or girth including removing of existing treatment completely and applying two coats of weather proof exterior paint complete all as specified and directed 7 m&l for preparation of old painted surfaces of walls by brooming down or steel wire brushing , scraping down soot, moulds, moss and efflorescent salt etc surface of any description (plastered and old decorated) over 10 cm width or girth and applying one coatof weather proof exterior paint complete all as specified and directed 8 m & l for preparation of surface of any description (plastered and old decorated) over 10 cm width or girth and applying one coat of luster paint complete all as specified and directed 9 m & l for french polishing on surfaces of any description, exceeding 10 cm width or girth over and including a coat of a coat of wood filler including cleaning and preparation of old wooden surfaces complete all as specified and directed 10 m & l for applying two coatsof oil bound distemper on walls over and including a coat ofpriming with chalk whitening including preparation of new plaster surfaces complete all as specified and directed 11 m&l for applying three coats of white washon ceiling and including preparation of new plaster surface complete all as specified and directed 12 m&l for applying two coats of cement base paintover and including a coat of alkali resistant primer on walls including preparation of new plaster surfaces complete all as specified and directed 13 m & l for preparation of brooming down or steel wire brushing, scraping down soot, moulds, moss and efflorescent salt etc and applying one coat of cement base paint over and including a coat ofalkali resistant primer on walls including preparation of oldsurfaces complete all as specified and directed 14 taking down cement plaster from old brick / stone masonry walls etc. including racking out joints, hacking for keys and scrubbing down with water complete all as specified and directed. 15 m&l for 15 mm thick plaster in cm 1:3 on concrete surfaces finished even and smooth using sagol finish on ceiling complete all as specified and directed 16 demolition of brickwork masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed. 17 m&l for old sizefly ash bricks, straight or curved on plan exc. 6 m mean radiusbuilt in cm 1:6 complete all as specified and directed 18 m&l for brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, built in cm 1:4 complete all as specified and directed 19 m&l for rendering 20 mm thick plaster in two layers on stone masonry surfaces or on other than fair faces of brick / pcc block masonry of walls (first layer 10 mm thick in cement mortar 1:6 and second layer 10mm thick in cm 1:6) and finishing the surface even and smooth without using extra cement complete all as specified and directed. 20 m&l for rendering 20 mm thick plaster in two layers on stone masonry surfaces or on other than fair faces of brick / pcc block masonry of walls (first layer 10 mm thick in cement mortar 1:6 and second layer 10mm thick in cm 1:4 mixed with wpc as per manufacturer’s instructions) and finishing the surface even and smooth without using extra cement complete all as specified and directed.note :- wpc shall be measured and paid separately as supply only under respective item of boq. 21 m&l for rendering 15 mm thick on fair faces of brick work / concrete surfaces in cement mortar 1:4mixed with water proofing compound as per manufacturer’s instructions, finished even and smooth without using extra cement complete all as specified and directed.note :- wpc shall be measured and paid separately as supply only under respective item of boq. 22 m&l for rendering 15 mm thick on fair faces of brick work in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and directed 23 m&l for pcc 1:3:6 type c-1, (using 20mm graded stone aggregate) of75mm thick, laid in alternate bays as in path and plinth protection including finishing the surfaces even andsmooth using extra cement, complete all as specified and directed 24 s&f in repairs pvc connection 60cm long 15mm dia with 2 nos. pvc nuts repairs complete all as specified and directed. 25 demolition of cement concrete in ground floor and pavings n. exc. 15 cm thickness (below or above gl), complete all as specified and directed. 26 demolition cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. 27 m&l glazed coloured digital printed ceramic tiles of size 600x300x7-8mm thick in vertical surfaces etc set and jointed in neat cement slurry and pointed in coloured cement to match with colour tiles with and including 15mm thick backing coat in cm 1:4 including triangular filleting in cm 1:4 on top edges including dismantling of old unserviceable tiles including backing coat of any description and removal of debries & dismantled materials complete all as specified and directed 28 m & lfor water proofing treatment to sunken slab, walls,etc. shall be carried out as specified below and as directed by engineer-in-charge:-(a) dismantling & remove the existing lean concrete completely and clean the sunken portion of toilet / baths / wcs / kitchen thoroughly remove laitance, dirt, dust etc.(b) form angle fillet of size 40 mm x 40 mm along the junction of wall and floor by using polymer modified mortar (“ dr fixit” pidicrete urp” or equivalent).(c) sanitary pipes entering through walls and floor shall be sealed with “dr fixit bathseal tape” and the gaps to be grouted with non-shrink cementitous grout “dr fixit bathseal grout” or equivalent. nahani traps etc to be fitted securely and the gaps around it to be grouted in the same manner.(d) apply one coat of a bitumen-modified polymer coating “dr fixit bathseal plus” or equivalent on all angle fillets by brush and cover it with 100mm open woven mesh when it is still wet and applying second coat of the same coating on the angle fillets and allow it to dry completely. contd...... 29 (e) in the remaining area, in dry substrate condition brush apply first coat of the same coating and further apply second coat when first is dry. extend the coating upto150mm above the ffi. above ffi, another cementitious waterproofing waterproof coating “dr fixit pidifin 2 k” or equivalent to be further applied right upto 2.1 m to waterproof the shower area also, if it is a bathroom or bath cubicles of a sanitary annex and apply second coat after 6-8 hoours and allow to dry completely.(f) after 2 to 3 days, sunken portion must be overlaid with a 50 mm thick concrete screed m 15 type b0 mixed with integral wpc (liquid) laid to stope 1:60 towards outer face of wall. provide 40 mm od upvc pipe at the lowest point with 300 mm projection beyond the outer face of the wall. then fill up the sunken portion with lean concrete 1:5:10 type e2.(g) after completing plumbing work in the toilet/wc/bath/kitchen, floor, tiling work (floor and dado) to be carried out by using suitable tile adhesives and ready to make tile grouts of approved makes such as dr fixit, fosroc sika, mc buchemie, roff, etc. note: lean concrete 1:5:10 type e-2 shall be measured and paid separately under respective item of boq. 30 m&l for pcc 1:5:10 type e-2 using 40 mm graded brick aggregate as in filling sunken portion, complete all as specified and directed. 31 m&l for 25 mm thick pcc 1:2:4 type b-1 (using 20mm graded stone aggregate) as in leveling course or pcc padding, finished the surfaces fair & even, complete all as specified and directed. 32 m&l for cleaning and removing all scale and dirt, etc, from tanks n. exc. 500 ltrcapacity and from mouths of circulating pipes etc including writing of date of cleaning with synthetic enamel paint complete all as specified and directed. 33 m&l for cleaning and removing all scale and dirt, etc, from tanks exc. 500 ltrs but n. exc. 1000 ltrcapacity and from mouths of circulating pipes etc including writing of date of cleaning with synthetic enamel paint complete all as specified and directed. 34 m&l for cleaning and removing all scale and dirt, etc, from tanks exc. 1000 ltrs but n. exc. 2000 ltrcapacity and from mouths of circulating pipes etc including writing of date of cleaning with synthetic enamel paint complete all as specified and directed. 35 m&l for granite (of any type) work (table rubbed and polished) 18-20mm thick as in steps, jambs, pillars, window- cills,cookingplatforms, as counters of any radiuos and like setting in neat cement slurry including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, laid over and including 20mm thick screed / backing coat in cement mortar (1:4)including dismantling of old unserviceable slab / tiles including screed bed of any description and removal of debries & dismantled materials complete all as specified and directed 36 rounding (half) of edges of granite stone slabs , as in steps, cooking plateform slab and other similar situations complete all as specified and directed. 37 s&f in repair cascade type (coloured) floor mounted single piecewater closet withpp soft close slim seat cover , hinges, dual flush cistern fittings, fixing accessories and accessories set , size 365 x 675 x740 mm, strap -220 mm pipe etcconnected to pipe complete all as specified and directed by engr in charge confirming to cat no. esc-wht-851s220sppsm essco (jaquar)or of equivalent make as specified here-in-after complete all as specified and directed 38 s&f in repairs glass coner assembly cosisting of 5.5 mm thicksheet glassround(9 x 9 ) with satinless steel railing, complete all as specified and directed 39 s&f inrepairs satinless steel robe hook (khuti) with5hook, complete all as specified and directed 40 s&f in repairs sink cock with swinging casted spout with aerator(wall mounted model) conforming to cat no. orb-105347 essco (jaquar) or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 41 s&f cp towel ring round with round flange conforming to cat no acn-1121 bn of jaquar / 9218 of prayag or equivalent cat part from the makes as specified here in after, complete all as specified and directed. 42 s&f in repairs brass chromium plated shower rose 100 dia with 235 mm long arm with or without swivel joints, including fixing to steel pipe or union, complete all as specified and directed 43 s&f in repairs brasscp wall mixer3- in-1 system with provn for both hand shower and overhead shower complete with 115 mm long bend pipe connecting legs and wall flange (without hand & ovwer shower ) conforming to cat no.ste-107281 stellaessco (jaquar) or equivalent cat part from the makes as specified here in after, complete all as specified and directed. 44 s&f in repairs cp 15 mm fancy long body bib taps brasswith wall falnge & aeratorconforming to cat no. sqt- 512kn essco ( jaquar) or equivalent cat part from the makes as specified here in after, complete all as specified and directed. 45 s&f in repairs soap dish cat no. acn-1131n jaquar / ba-259 of prayag or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 46 s&f in repairs cp toilet paper holder conforming to cat no. acn-1151 n of jaquar / ba-38 of prayag or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 47 s&f in repairs cp towel rail 20mm dia and600mm long including brackets conforming to cat no. acn-111n of jaquar/ ba-20 of prayag or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 48 s&f in repairs health faucet cat no. ald-583kn of jaquar/ bea-85 of prayag or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 49 s&f in repairs angular type stop cock with flangeconforming to cat no.apr -101053 essco of (jaquar) or equivalent cat part from the makes as specified here in after, complete all as specified and directed. 50 s&f in repairs cp 2 way bib cock with wall flange conforming to cat no. ste-107041,essco ( jaquar) , cera orequivalent cat part of makes as specified here-in-after, complete all as specified and directed 51 s&f in repairs cp pillartaps swan longneckwith aerator15mm bore fancy type with wall flange conforming to cat no orb -105001n essco ( jaquar) or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 52 s&f in repairs stainless steel towel rack with lower hangers, 600mm long conforming to cat no. can-1181fhs of jaquar or of equivalent cat part of makes as specified here-in-after, complete all as specified and directed 53 taking up or down steel water tubing and connections including cleaning for refixing or removal to store complete all as specified and directed for following size of pipe :-(a). 15mm bore. 54 (b). 20mm bore. 55 s&f of following dia gi pipe, medium grade including with all fitting & fixtures, fixed on walls and ceilings or laid in floors etccomplete all as specified and directed.(a). 15mm bore 56 (b). 20mm bore. 57 re-fixing only following dia gi pipe, medium grade including with all fitting & fixtures, fixed on walls and ceilings or laid in floors etccomplete all as specified and directed.(a). 15mm bore 58 (b). 20mm bore. 59 m&l for cutting chases, pinning in, concrete, block /brick or stone walling & making good to facing where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels etc. and cutting chases for concealed water tubing and making good, cutting n. exc. 10 cm girth, complete all as specified and directed. 60 s&f pvc (swr) 110mm bore pipes, single socketed in any length with rubber ring joints laid in trenches or fixed to wall including dismantling of old unserviceable breaking up drain pipes pvc or ac set in cm or solvent,complete all as specified and directed.note for item nos. 55 & 56:- rate quoted shall deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for elevated height upto 12 mtr height building. 61 s&f pvc (swr) 75mm bore pipes, single socketed in any length with rubber ring joints laid in trenches or fixed to wall including dismantling of old unserviceable breaking up drain pipes pvc or ac set in cm or solvent,complete all as specified and directed. 62 s&f pvc (swr) bends any radius 110 mm bore complete all as specified and directed. 63 s&f pvc (swr) bends any radius 75 mm bore complete all as specified and directed. 64 s&f pvc (swr) vent cowl 110mm bore, complete all as specified & directed. 65 s&f in repairs pvc (swr) branch piece, (double y) equal or unequal of 110 mm bore, complete all as specified and directed 66 s&f in repairs pvc (swr) branch piece, (double y) equal or unequal of 75mm bore, complete all as specified and directed 67 s & f 110mm pvc (swr) wc connector bent type complete all as specified and directed. 68 s&f pvc (swr), 75mm dia outlet floor trap, plain with grating including jointing with solvent cement, fixed to cement concrete type b1 1:2:4, complete all as specified and directed. 69 s&f pvc (swr), 75mm dia outlet multi floor trap, plain with grating including jointing with solvent cement, fixed to cement concrete type b1 1:2:4, complete all as specified and directed. 70 m&l for cutting, screwing & threading of existing 15mm bore steel tubing for alterations or additions (each cut measured) complete all as specified and directed 71 m&l for cutting, screwing & threading of existing 20mm bore steel tubing for alterations or additions (each cut measured) complete all as specified and directed 72 m&l for cutting, screwing & threading of existing 25/32mm bore steel tubing for alterations or additions (each cut measured) complete all as specified and directed 73 taking down chowkhat or frames n. exc. 1.5 sqm each with shutter without taking off shutter from the frame complete all as specified and directed. 74 taking down chowkhat or frames exc. 1.5 sqm but n. exc. 4 sqm each with shutter without taking off shutter from the frame complete all as specified and directed. 75 taking down shutters of any description exc. 1 sqm and not exc. 2 sqm each and remove from site, complete all as specified and directed. 76 s&f in repairs vitreous china, squatting pan, orissa pattern, size 580 x 440 mm white, with integral foot rest, including concrete bedding and pvc flushing cistern 10 ltr capacity including all internal fitting, inlet, outlet pipe connections etc. complete all as specified and directed. 77 s & f in repairs, vitreous china wash basin, white, flat back, size 550 x 400 mm with brackets, inc. cutting for & pinning in ends of brackets, including32 mm dia brass cpwastecouplingand32 mmdia low density polyethylene(ldpe) pressure rating 6 kg / cm² as waste pipe complete all as specified and directed 78 s&f in repairs vitreous china wash down water closet pan, pedestal white, including fixing bolts etc including pvc seat cover white with flat bottom including ms, cp or aluminium anodised hinge devices including pvc low level flushing cistern 10 ltr capacity with all internal fitting, inlet, outlet pipe connections etc. complete all as specified and directed. 79 s&f in repairs ewc seat cover of any pattern including cover and mild steel chromium plated hinging devices of any colour, complete all as specified and directed. 80 s&f in repairs, stainless steel plate rack of size 36 inch x 30 inch x 10inch, made out of 0.63mm thick stainless steel sheet (grade 304), s s screws and round pipe,fixed to wall with screws complete all as specified and as directed 81 s&f in repairs flexible waste pipe of 32 mm dia suitable for wash hand basins, sink etc of suitable length, complete all as specified and directed 82 s & f in repairs spindles of any size suitable for concealed mixer valves, stop valves, angle cock, fancy taps including knob heads complete all as directed by engineer-in-charge. 83 s & f in repairs kitchen or laboratory sinks made of stainless steel 1mm thick sheet with plugs, washers, and wastes coupling, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, bowl size 560x460mm including coupling etc complete all as directed by engineer-in-charge. 84 s&f in repair high density 40mm bore polyethylene pipes (hdpe) of pressure rating 6 kg/cm2 fixed to wall or in floors with necessary socket, elbow & bendetc complete fixedto wall or in floors etc complete all as specified and directed. 85 s&fin repair pvc low level flushing cistern 10 ltrs capacity with and including all internal fitting, pair of bracket, including inlet / outlet pvc pipe connections etc. complete all as specified and directed 86 m&l for joint free non-skid ceramic coloured tiles 7 to 8 mm thick area of each tiles exceeding 0.11 sqm but not exceeding 0.18 as in floors, set an jointed in neat cement slurry and pointed in white or coloured cement to match including laid over and including 20 mm thick screed bed in cm 1:6 including taking of old existing unserviceable tiles of any type including screed bed and removing of debries & dismantled materials etc. complete all as specified and as directed 87 m&l for coloured vitrified ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.16 sqm but not exceeding 0.36 sqm as in flooring, set and jointed in neat cement slurry & pointed in white or coloured cement to match laid over and including 20mm thick screed bed in cm 1:6 with including taking of old existing unserviceable tiles of any type including screed bed and removing of debries & dismantled materials etc. complete all as specified and as directed 88 s&f in repairs 20mm dia aluminium powder coated, fancy type curtain rod medium grade fixed in and including bracket, stops roller etc complete all as specified and directed 89 s&f stainless steelfency type caps / side bulbs etc. suitable for 20mm dia curtain rod pipe complete all as specified and directed. 90 s & f pressed steel frames for doors with one & more rebates including necessary fixing lugs, hinges, lock strike plate etc complete as specified size of frame 125 x 60mm including ms hold fast - 6 nos. and ms cold rolled 100mm size butt hinges welding to existing ms frame including pcc bed block in 1:2:4 type b1 for hold fast and cement concrete 1:3:6 type c1 (12.5mm graded stone aggregate) for filling in ms hollow frame complete all as specified and directed. 91 s & f pressed steel frames for doors with one & more rebates including necessary fixing lugs, hinges, lock strike plate etc complete as specified size of frame 125 x 60mm including ms hold fast - 3 nos. and ms cold rolled 100mm size butt hinges welding to existing ms frame including pcc bed block in 1:2:4 type b1 for hold fast and cement concrete 1:3:6 type c1 (12.5mm graded stone aggregate) for filling in ms hollow frame complete all as specified and directed. 92 s&f pvc door frame of size 50mm x 47 mm made out of 5mm plain colour pvc sheet reinforced with ms square tube, suppling & fixing in opening as per specification and drawing. 93 supply and fixing factory made solid pvc shutters,30 mm thick (style) consisting of frame made out of ms tube for top and bottom rails. ms frame shall be covered with heat moulded plain colour pvc c channel having a pvc sheet strips of 20mm width stuck inside with solvent cement for stiles and plain cover pvc sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panneling of plain colour pvc sheet to be fitted in the ms frame welded / sealed to the stiles & rail with suitable pvc sheet beading, and joined together with solvent cement, supply and fixing in the frame at site as per specification and drawing. 94 s&f 300 mm long aluminium alloy, anodised , sliding door bolt with hasp staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded sections or cast- aluminium alloy fixed complete all as specified and directed. 95 s&f 200 mm long aluminium, anodised, barrel tower bolts of extruded section isi marked complete all as specified anddirected. 96 s&f 100mm size extruded aluminium anodised alloy handles, fabricated type, isi marked complete all as specified anddirected. 97 s&f pvc (swr) gully trap 125x110mm, setting and jointing with solvent cement, complete all as specified and directed. 98 s&f 100 mm long butt hinge, alum electroplated, heavy weight, cold rolled mild steel and fixed complete all as specified and directed. 99 s&f in repairs 600 x 450mm beveled edge lookingmirror of selected quality glass, mounted on 6 mm thick ac built board or commercial ply board and fixed to wooden plug with chromium plated brass screws and cup washer etc. complete all as specified and as directed 100 s&f aluminium powder coatedthree track sliding window with two or more shutters with & including 4mm thick tinted glass, one shutter of stainless steel wire cloth 0.36 mm nominal dia & 1.18 mm width aperture for mosquito proofing with good quality bearing, handle, lock etc using pvc beadingetc using following sections of `jindal aluminum ltd or equivalent in ajit india pvt ltd or crystal bombay, as approved fixing to stone masonry walls with & including ist class teak wood plugs of size 20mmx20mm at an interval of 0.5m around the track including drilling holes etc complete all as specified and directed:(a) frame bottom20620(b) frame top& side 20681(c) shutters top & bottom 20844(d) shutter inter lock 20724(e) handle (side) for 20606 shutters 101 s&f ventiltors / louvers with partially guaged shutter using 5 mm thick x 10 cm wide frostedglass strips andby using of following aluminium powder coated sections conforming to catalogue of jindal or of equivalent make including with rubber beading etc, complete all as directed by engr-in-charge.(a) sp20048(b) glazing clips19352 102 s & f150 mm length floor door stopper of brassbody and tongue, hard drawn steel spring complete all as specified and directed. 103 s&f of 18/19 mm thick block board, grade i quality exterior grade type with decorative face veneer on both faces including lapping of edges fixed with screws to timber frame work as in cb partition and shelf and other works complete including dismantling of old unserviceable boards of any type complete all as specified and directed 104 s&f continuous (piano) hinges, mild steel, bright finish, width of flaps (when open) 30mm, complete all as specified and directed. 105 s&f in replacement 100 mm brass fancy type cupboard handle fixed with nuts, screws and washer of brass polished, complete all as specified and directed. 106 s&f in repairs magnet catches and striking plate, complete all as specified and directed 107 removing building materials etc to a distance exceeding 5 km, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and as directed. 108 m&l for gypsum ceiling board,pre-painted, perforated finish, 600x600x8 to 9mm thick in size of approved brand / make, laid over and including grid work of size 595 x 595mm, made out of 0.5mm thick g.i. tee 32 x 24 mm for main, 25x24mm for cross tee and 20 x 20mm angle fixed on wall, powder coated finish on exposed faces of tee and angle, hung from ceiling by using 2 mm thick g.i. suspension wires spaced at 1200 mm on main runners including making niches for fans & light , complete all as specified and directed 109 all as per item no.103 but repair only to the existing false ceilings of any description complete all as directed by engr-in-charge 110 dismantling of wall / ceiling boards including snap grid of any thickness including cover fillets, complete all as specified and directed. 111 s&f 4 mm thick sheet glass, ordinary quality and glazing with oil putty or wooden beadings in square n. exc 0.5 sqm in each pane, including hacking out old broken glass if any (any thickness, quality & size), complete all as specified and directed. 112 m&l for machine cut cudappah stone slab one side pre-polished, 30-40mm thick as in kitchen platform base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing laid over and including 15 mm thick screed bedding layer in cm 1:4 including dismantling of old unserviceable slab / tiles including screed bed of any description and removal of debries & dismantled materials complete all as specified and directed 113 s&f of 35mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sideincluding 5mm thick,1st class hw (tw) beading all around on edging andcomplete all as specified and directed by engr-in-charge 114 m&l for 35mm thick iind class hard wood glazed and skeleton shutters, openrebated and prepare to receive glass (with sash bars), guage etc divided into squares with plain, chamfered or rounded, mitered and rebated sash bars any number, size of members of shutters as specifie in clause 8.24(a) of ssr part-i 2009, complete all as specified and directed. 115 m&l for applying two coats of synthetic enamel paint over a coat of pink primer on new wooden surfaces of any description exc. 10 cm width or girth, including preparation of surfaces, complete al as specified and directed. 116 m&l for applying two coats of synthetic enamel paint over acoat of red oxide primer on new steel surfaces exc. 10 cm width or girth, including preparation of surfaces, complete al as specified and directed. 117 m&l for 2nd class hard wood wrought plain fillets square, rectangular or triangular in section clean sawn secured with screws, sectional area exc. 13 sqcm but n. exc. 25 sqcm etc complete including dismantling of timber fillets from cabinet / cupboard frame, complete all as specified and directed 118 s & f in repairs gun metal, globe gate valves(class i), with iron wheel head,screwed both ends for iron pipe, isi marked, all as specified and directed for the following bore dia of pipe:-(a) 15mm bore. 119 (b) 20mm bore. 120 (c) 25mm bore. 121 s&f 25/32mm bore ball valve high pressure of ptmt with epoxy coatedaluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 455 gms), complete all as specified and directed. 122 s&f 20mm bore ball valve high pressure of ptmt with epoxy coatedaluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 210 gms), complete all as specified and directed. 123 s&f 15mm bore ball valve high pressure of ptmt with epoxy coatedaluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 142 gms), complete all as specified and directed. 124 supply only liquid water proofing compound, complete all as specified and directed. 125 s&f in repair for stainless steel wire cloth 0.36nominal dia of wire and average width of aperture 1.4mm and fixedwith stainless steel staple to wooden / steel frames, complete all as specified and directed

State Government

TRN :49007438 | 16 May, 2025

Tender Value : 1.45 Crore

Anantnag - Jammu And Kashmir

Tender for construction of accomodation for support staff along with electrification and compound walling at batkoot pahalgam

State Government

TRN :34432728 | 13 May, 2025

Tender Value : 1.09 Crore

Leh Ladakh - Jammu And Kashmir

Tender for compound walling and demarcation of the pdo complex with entry gate at changspa leh under sdp

State Government

TRN :49021044 | 12 May, 2025

Tender Value : 0

Khurd - Maharashtra

Tender for supply of materials for construction of pandhan road from donad (khurd) to bhavarkhed remaining pandan road- 1 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (prior approval of sample stack of broken metal by the ex. engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 80 mm metal spec. no.rd. 19,20,21 / page no. 197 to 201 2 supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc, complete. (prior approval of sample stack of broken metal by the ex engineer is necessary, the date of approval will form par b. by breaking boulder (hand broken)ii. 40 mm metal. spec.no. rd. spec. no.rd. 19,20,21 / page no. 197 to 201 3 supplying murum having pi < 6 at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 4 supplying soft murum at the road side, including conveying and stacking complete. (pwd csr 2022-2023 it no. 2.29b) p.n.25 5 compacting the subgrade/gravel/over size metal (200mm loose) layers for all width with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 6 compacting the sub grade/gravel/ size metal (100 mm loose) layers for all widths with power roller having weight 8 to 10 mt. including necessary, labour, materials and artificial watering complete 7 compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. spec. no. rd 38/ pge no. (csr it 2022-2023) 8 providing and fixing road junction / information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge m.s. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 nos. high strength g.i. bolts and nuts of size 10 mm dia, and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by engineer-in-charge etc. complete. mild steel board with engineering grade. pwd ssr 2022-23 it. no. 6.47 9 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada pwd ssr it. no 24.01 10 providing cast in situ / ready mix m10 grade cement concrete for head walls of cd work/ retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with scada with natural / vsi standard artificial sand, cement 4.05 bags/cumt). (pwd csr 2022-2023 it. no.11.28) 11 providing and laying cement concrete pipe of is 458:2003 np-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (pwd csr 2022-2023 it. no.11.10)800 mm dia 12 450 mm dia

State Government

TRN :49029631 | 16 May, 2025

Tender Value : 11.49 Lacs

Anand - Gujarat

Tender for renovation of damage head wall of anklav distry & sm 1/r ex. borsad branch canal & providing a thrie metal beam crash barrier at borsad branch canal

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

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