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Government Departments

TRN :49021027 | 01 Jan, 0001

Tender Value : 3.21 Lacs

Dharwad - Karnataka

Tender for construction of toilet for women staff with dressing room at hubballi sub jail, hubballi in dharwad district

Local Bodies

TRN :49021131 | 01 Jan, 0001

Tender Value : 0

Solan - Himachal Pradesh

Tender for tender for supply of 1. crusher sand / washing sand (rate per foot) 2. gravel 10/20 mm (rate per foot) 3. gutka 40/50 mm per foot 4. cut stone / dressing stone per stone 5. boulder stone per foot 6. bricks per piece 7. inter lock tile 40,60,80 mm per piece (isi mark) 8. shuttering wood / iron per sq. ft. 9. mule carrying material per foot 10. gi pipe rate in inch / rebar rate in mm / cement civil supply dharampur to gram panchayat gangudi / pipe fitting rate / electrical fitting rate point etc. jcb cutting rate per hour for the construction of development works

Government Departments

TRN :49021216 | 14 May, 2025

Tender Value : 29.76 Lacs

Mirzapur - Uttar Pradesh

Tender for tender for construction work of bar bhawan in nav yuvak advocate samiti tehsil complex chunar - clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per si.no. 2.31 2 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, for all lift, 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 si.no. 2.8.1 3 excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (under floor) as per si.no. 2.25 (a) 4 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per si no 2.27 5 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per si no. 4.1.8 6 brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) as per si no- 6.1.2 7 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as si no-5.1.2 8 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 9 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 20 mm nominal size derived from natural sources)above plinth lvl as si no-5.2.2 10 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) upto plinth lvl as si no-5.1.2 11 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 sizederived from natural sources). above plinth lvl as si no-5.3 12 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per si no. 5.3 13 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (slab) as per si no. 5.3 14 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per si. no.- 5.22 b.1 15 brick work with common burnt clay bricks of m-150 class in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per si no 6.4.2 16 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 etc.in grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per si no. 10.25.2 17 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of engineer-in-charge. m.s. angle 35x35x5 for door frames as per si no. 10.31 18 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) outer side as per is 13.4.2 19 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. as si no. 11.3.1 20 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per sl no. -13.62.1 21 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 : new work (two or more coats) over and including water thinnable priming coat with cement primer having voc content less than 50 gram/litre as per sl no. -13.41.1 two coats 22 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per sl no. -13.46.1 two coats 23 centering and shuttering including stutting, propping etc. and removal of form.beam /band as per si- 5.9.5 24 centering and shuttering including stutting, propping etc. and removal of form.column as per si- 5.9.6 25 centering and shuttering including stutting, propping etc. and removal of form.foundation as per si- 5.9.1 26 centering and shuttering including stutting, propping etc. and removal of form.slab as per si- 5.9.3

Local Bodies

TRN :49021244 | 01 Jan, 0001

Tender Value : 0

Solan - Himachal Pradesh

Tender for tender for supply of 1. mines sand fine, medium and coarse, crusher sand (per foot) 2. gravel/rodi crusher 10-15-20- 40 mm (per foot) 3. gutka 4. boulder soling (per foot) 5. dressing and broken stone (per piece) / stone broken per piece and local purchase 6. shuttering per sqft/m/per day 7. jcb machine soft hard cutting (per hour) 8. brick 1st, 2nd class (per piece) 9. plastic pipe 3 to 6 inch for dirty/rain water drain, and pvc fittings-per eft 10. drinking water gi/pvc pipe 15-4 inch, of every quality and fitting material 10. inter lock tile 40-60-80 mm, length width with grade (isi mark is mandatory), other tiles floor/wall, wheel marble etc. 14. iron bars 8 to 18 mm, angle-channel iron, sheet/sheets, shuttering of iron and wood etc. 11. wooden, iron/aluminium door, window etc. 12. pulley pipe 13. cement dumping per bag from dharmapur-kano to each ward gram panchayat 14. steel fabrication/welding work (per kg/eft. painting & writing public information board, salogan etc. 15. repair solar light and unit solar led system change 16. fruit bearing and other plants per plant 17. cement dumping per bag from dharmapur sapath road to panchayat house 18. other construction material for various development work

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

Local Bodies

TRN :49021604 | 16 May, 2025

Tender Value : 8.11 Lacs

Hathras - Uttar Pradesh

Tender for tender for drain construction work in village nagla kehria - earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal for stumps and other deleterious material and disposal up to a lead of 50mm dressing of side and bottom and back filling in the trenches and excavated suitable material. 2 providing concrete for plain concrete in open foundations complete as per drawing and technial specifications clause 802,803,1202 &1203 (norminal mis (1:3:6)) 3 plane/rainforce cement concrete in substructure complete as per drawings and technical specifications clauses 802,804,805,807,1202 &1204 rcc grade m25 (substructure) 4 supply ,fitting and placing tmt bar reinforcement (fe415)in substructure complete as per drawings and technical specification clauses 1002,1005,1010 & 1202. 5 supply and fixing of information board

Local Bodies

TRN :49021643 | 16 May, 2025

Tender Value : 11.19 Lacs

Hathras - Uttar Pradesh

Tender for tender for c.c. connecting road from main link road to baghel temple in village jaraira - construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 3 cement concrete pavement (c.c. road slab m 30 (grade) (1:1.5:3) coarse and fine aggregate construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base, laying and fixing of 125 micron thick polythene film, including provision of contraction and expansion construction joints, applying curing of concrete slabs for 14 days, finishing to lines and grade as per drawing and technical specification 4 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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 side. 5 providing concrete for plain concrete (m10) in (1:3:6 :: c:c/s:s/g)open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 6 rcc work with cement approved coarse sand and 2cm(3/4) gauge approved stone grit in the proportion 1:2:4 c:c/s:s/g excluding supply of reinforcement and its bending and including its fixing and binding the same with 24bwgi binding wire and including necessary centering and shuttering etc. and also including supply of all material labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than m-15 as per drawings and technical specifications clause 802, 803, 1202 & 1203 7 mild steel or iron work in plain work as reinforced concrete i/c bending for proper completion of the work and including the supply of steel and its wastage bend, hooks and athourized over iapping shal be measured upto floor to level 8 supply and fixing of inaugration stone i/c its painting and lettering etc complete as per direction of e/i.

Government Departments

TRN :49021691 | 13 May, 2025

Tender Value : 0

Shamli - Uttar Pradesh

Tender for tender for silt clearance of milana mr. from km. 0.000 to km. 13.700 - uprooting jhunds. 2 silt clearance/trench digging including lift upto 1.50m. and lead upto 6m. including cost of driver/assistant driver, pol, maintenance of machine, contractor profit, taxes etc. but excluding levelling, dressing & compaction. 3 scrapping of internal section of existing channel i.c bed & slope with silt upto 5cm. 4 cleaning thick bushes and throny jungle without uprooting

Local Bodies

TRN :49021824 | 17 May, 2025

Tender Value : 42.42 Lacs

Davanagere - Karnataka

Tender for corrigendum : tender for annual supply of stationery, forms, registers, cleaning agents, printing materials and other necessary store items to city corporation office for the year 2025-26 - form no 55, 100pages pad equal to1 no,trade license form, 100pages pad equal to1 no,kmf-50 accountancy register,kmf-60 advance register,resolution book,trade license notice 1plus 1, 100pages pad equal to 1 no,kmf-26a register trade license demand book,supply of xerox papers a3 size (80gsm),supply of xerox papers legal size (80gsm),supply of xerox papers a4 size (80gsm),supply of tapal file board (best quality foldable).,supply of lase file.,supply of box file,supply of single hole punching machine,supply of gum bottle camel (250ml),supply of ink pad (medium),supply of spiral binding book (40 pages),supply of uniball pen (green/blue/black),supply of add gel pen (green/blue/black),supply of bangalore mudranalaya table calendar (2026),supply of bangalore mudranalaya wall calendar (2026),supply of stapler machine 10inch no,supply of stapler machine 24inche no,supply of stapler 10inches pin,supply of stapler 24inches pin,cl register,case register mar-4,case worker diary mar-19,case worker personal register mar-94,muddam register mar-9,birth and death application form 100pages pad equal to 1 no,e-asthi application form 100pages pad equal to1 no,aknowledgement form 1 plus 1. 100pages pad equal to1 no,kmf-24 register / b-khata register,kmf-25 register,kmf-15 register,kmf-22 form 100pages pad equal to 1 no,kmf-58 register / log book,kmf 48 register,kmf 49 register,kmf 45 register,kmf 46 register,kmf 53 register,kmf 65 register,kmf-59 form 100pafes pad-1 no,pump house log book,indent book 1plus 2. 100pages pad equal to1 no,sas notice 1 plus 1. 100pages pad equal to 1 no,water notice book 1 plus 1. 100pages pad equal to 1 no,form no 54, 100pages pad equal to 1 no,lifebuoy or branded company hand wash liquid 200ml,fen oil 1 liter good quality,broom monkeys branded,toilet brush branded company,pen stand branded company,steel cup and cap branded company,steel tray branded company,plastic tray branded company,steel tank. 20 ltr branded company,steel jug. 2 ltr branded company,cup and saser. branded company. good quality,vacuum cleaner,both room freshener good quality,jaala stick,harpick 01 ltr,tapal box with belt bag,medium size plastic dust holder,aluminum ladder 8 feet,khata file wrapper,file wrapper thick,file wrapper thin,postal cover 10l and 24b,postal cover 12l and 30b,office note first sheet,office note second sheet,table cloth 6l and 4b inches size blue and red color woolen cloth,red color cotton cloth good quality,yellow color cotton cloth good quality,green color cotton cloth good quality,white color cotton cloth good quality,hand cloth 1.6l and 2b in inches size white &color cotton cloth.(napkin),big size towel 3l 5b inches,lotion tablets. round shape. good quality,tharmas flask 1 ltr capacity. branded company,tharms flask half ltr capacity. branded company,wall clock. citizen or equivalent,godrage locker (7 lever),mop. branded company. good quality,door mat size 3l and 1.5b inches make in cooknut fiber,fiber bucket 10 ltr capacity round shape bucket,fiber jug.1 ltr capacity round shape with hand backet,air weik room sper freshaner 250 ml,attendance register

Government Departments

TRN :49022269 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1, chhatta ward no. 27, bagh muzaffar khan, from saint john square to near garg homeo hall, hotmix road improvement work. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 8 providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatichermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 10 reflective raised pavement markers (cat eye/ road stud) supply and flxing of raised pavement marker with made of plastic body of rpimi road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-lmoact polystyrene) or acryloniilrile butadien styrene (abs) or any oiher suitable malerial approved by the engineer. the marker shall support aload of 13,635 kg tested in ccordance with astm d4280.the reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internaleflection of the lighl entring the lens face. lenses shall be mouled of methyl melhecrylate conforming io astm d78b of equivalent the slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each relro _reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & width shall not exceed 130 mm. the base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxynslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. the contractor shall submit a two year warranty for sal sfactory lleldeformance including stipulated retro-refleclance of the reflecting panel , to the engineer . ln addition a two year warranty foralisfactory infield perfonnance of the finished road marker shall also be given by lhe conlractor who carries out the work of fixing of reflective road ma*ers. ln case the markers are displaced , damaged . gel worn out or lose theireflectivity compared lo stipulated standards , the contractor would be reqlllred to replace allsuch markers within 15 days ofthe inlimation from the engineer. at his own cost the rate shall include all materlals, labour, t&p,ransportalion, insiallation and incidentals all complete as per direction of the engineer-in-charge 11 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 12 sub total 13 add/deduction rs. for estimate figure amount match 14 grand total

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Tender for construction of toilet for women staff with dressing room at hubballi sub jail, hubballi in dharwad district

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