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List of earth-dam From uttar-pradesh Tenders

List of latest earth-dam From uttar-pradesh Tenders in Indian Tenders. Click on any earth-dam From uttar-pradesh Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for earth-dam From uttar-pradesh Tenders.

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State Government

TRN :49020829 | 15 May, 2025

Tender Value : 39.20 Lacs

Sitapur - Uttar Pradesh

Tender for tender for re construction of gangupur to ganeshpur mdhya bhag first - providing laying and spreding and compacting stoneaggrigate of 53-22.4mmsize to water bound macadam specification includingspreading in uniform thikness hand packing rooling with smooth wheel roller 80-100kn in stages to proper grade and cambermaterial manually mixing in place with rotavater and compacti applying and brooming stone screening to fill up the entrstices of coarse aggrigate watering and compacting to the required density 2 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 3 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.25 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration 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 . 5 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 construction of embankment with approved material obtained from available land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 7 brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the engineer - in -charge. 8 routine maintenance charge up to 5 year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of e/i .

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

State Government

TRN :49023008 | 15 May, 2025

Tender Value : 97.85 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for landscaping of park p-1 sector -28 with two year maintenance yeida. wc-h - clearing grass and removal of the rubbish up to a distance of 50 m out side the periphery of the area cleared. 2 ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 3 rough dressing the trenched ground including breaking clods. 4 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 5 fine dressing of the ground. 6 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ration of 2:1 by volume ( part of stacked volume of earth afte reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) follding with water dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 7 holes 60cm dia, and 60cm deep 8 holes 45cm dia and 45cm deep 9 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 10 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 11 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 12 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 13 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 14 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 15 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 16 providing and stacking of duranta golden having ht. 15 to 20cm bushty shape with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.12pg. no.153) 17 providing and stacking of fucus panda golden of height 45-60cm with 6-7 branches and healthy foliage in p.bag of size 25cm as per direction of the officer in charge. (dsr-18, 8.27pg. no.175) 18 supply of gypsm well packed at site in bags. 19 supply of dap at site in printed plasic bags. (market rate.) 20 supply & planting of plants common varieties as required by engineering incharge in 5 kg poly bags or earthen pots ( not below than 8-10 ) well branched and fully foliage branching dia 0.75 to 1.00mtr. free from disease at site i/c stacking with bamboos(chakresia, site ashok, kusum, gulmohar, amaltash) 21 providing and displaying ficus retusa topiary wall developed with fresh and healthy 5 to 6 big ball spedific size and shape 180 cm to 210cm g in 40cm cement potas per direction of the officer in charge (dsr-18, 5.24 pg. no. 145) 22 providing and stacking of bottle palm of ht. 270-300cm bottom girth 30-35cm well developed in big hdpe bags 23 supply & planting of shrubs plants height 2-2.5 feet as required by engineering incharge in 6x8 polythene bags or earthen pot fully foliage and well branched free from disease. shrubs (himalia, chandni ticomaor as direction by e/i etc.) 24 providing and displaying furcaria variegated hybrid well developed with fresh and healthy foliage 20cm and above atractive leaves in 35cm cement potas per direction of the officer in charge (dsr-18, 5.31pg. no. 147) 25 providing and stacking of alternanthera species of height 15cm to 20cm full of brnaches and foliages in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.20pg. no. 153) 26 providing and stacking of lpomea (golden leaves) with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. 27 providing and stacking of syngonium (butterfly) variegated with 2-3 suckers healthy foliage in earthen pot/plastic pot as per direction of the officer in charge.(dsr-18, 6.15pg. no.153) 28 providing and stacking of wedelia trilobata, full of leaves in 15cm size of poly bags & as per direction of the officer in charge.(dsr-18, 6.26pg. no.153) 29 providing and stacking of pinus longifolia (pinus) of height 90-105cm in cement pot of size 35cm as per direction of the officer in charge (dsr-18, 7.65 pg. no.165) 30 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 31 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 32 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 33 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 34 play grounds/public parks ( mali for 2.00acre.) 35 boring of tubewell with: supplying assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818 , including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of engineer in charge. 36 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work. 37 preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20cm in depth breaking clods, watering of each layer dressing etc, lead upto 50mtr and lift upto 1.5m complete as per direction of officer in charge. 38 supply ofgood earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammerand dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 39 plantation of seasonal two times on road side (0.45mtrwide bed) including making of bedas direction of engineer in charge complete item. 40 providing of seasonal seedlings including supply of seasonal seedling labour etc complete. 41 m/o seasonal/hedge of ground cover park including weeding hoeing and puring cutting in required shape etc. of ground bed complete itemand watering of seasoanl flowersincluding source of water pol etc. complete. 42 chair bench: supply of rcc chair bench with back rest of size 1500mm width x 1000mm height. reinforced suitably to promote long use and to prevent damage during handling, transportation, & erection. manufactured by using m-30 grade of concrete. 43 supply and fixing of dustbin set of 3capacity-80 ltr size -400x400 top , 300x 300 botto,, 900mm ht. stand made up of isi marked sq , pipe of 35mm x 35mm x 18 gauge power coated size-4.5’ x 1.5’ x 750mm(all complete) (as approved by e&i) 44 providing and laying in position cement concrete of specified grade excluding grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 corse sand 20 mm stone aggregate (sor based on dar 18 / 4.1.13)

State Government

TRN :49024063 | 16 May, 2025

Tender Value : 27.57 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for patyora-1 cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49024067 | 16 May, 2025

Tender Value : 25.40 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for chandpurwa cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49024084 | 16 May, 2025

Tender Value : 27.61 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for sahurapur cd new, sumerpur - check dam construction work under atal ground water scheme - e/w in excavation in mar & kawer soil0.00 to 1.50 meter earth work 2 1.50 mteter to 3.50 meter 3 in satureted soil 0.00 to 1.50 meter 4 s/f of ms sign board comp at 5 removal of slush 6 pakka workc.c. in 1:3:6 c/s 25-5040 mm s/b 7 r.c.r. stone masonary with (khanda stone) with cement mortar in 1:4 8 r.c.r. stone masonary with hard stone bolder in cement mortar in 1:4 9 c.c. in 1:2:4 c/s 10-20 mm stone grit 10 cement pointing in 1:2 (struck rised ) on stone masonary 11 cement plaster 1:2 on stone masonary 12 dry stone pitching 13 dewatering during work by 8.00 h.p. diesel pump set

State Government

TRN :49024279 | 14 May, 2025

Tender Value : 0

Firozabad - Uttar Pradesh

Tender for tender for repair work in government high school niyamatpur firozabad under alankar yojana - dismantling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of materials as directed by engineer-in-charge within a distance of 60 meters (200 feet) ch-17 -si no. 15 (705) 2 dismantling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, t&p etc. for proper completion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 cement and coarse sand of 1.25 fm mortar in super structure including necessary moulding and cutting of bricks as required including supply of all materials, labour and t&p etc. required for proper completion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in cement concrete 1:1.5:3(1cement:1.5 fine sand:3 graded brick aggregate 20 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 6 providing and laying in cement concrete 1:4:8 (1cement:4fine sand:8graded brick aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.m. and upto 5 sq.m. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.m. and upto 5 sq.m. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.m. and upto 5 sq.m. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick panes.ch-9 -si no. new(14) 11 mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. ch-10 -si no. 2, (503) 12 mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.with out base concrete ch-14 -si no. 24 (11.41) same as above but for 600x600mm size. 14 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : ch-13 -si no. 18(14.1) (b) with cement mortar 1:4 (1cement: 4 coarse sand) 15 12 mm cement plaster 1:4 (1 cement and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. no extra for mixing any additive. (ch. 13 item no. 13.4 newly surface. 16 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no. 19.29 17 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no.662 18 providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. ch. 15 item no. 31-new 19 one priming coat & two coat oil distemper on new work including supply of all materials, labour, t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: white vitreous china wash basin size 630x450 mm with a pair of 15 mm c. p. brass pillar taps 24 supply & fixing of 11 cm (4) internal dia. pvc down pipes complete with rosehead, bends and gratings & including supply of necessary m.s. clamps 2.5cmx 3 mm1x 1/8) fixed to walls, with & includiug supply of 15cm (6) long 6 mm(1/4) dia. nails & including supply of all material labour and t&p etc. required for proper completion of the work & also including repair of plaster,pointing etc. if damaged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of maintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the departmental road roller if spare, shall be made available to the contructior at site @ rs. 2500 per day shall be made from contractors bell for idle period 3.payment of maintenance shall be made as per final execution of civil work wich may vary from the boq.

corporations/Associations/Others

TRN :49026548 | 27 May, 2025

Tender Value : 15.15 Lacs

Baghpat - Uttar Pradesh

Tender for tender for providing led street light network in dark zone at iidc baghpat. - supply & fixing 90 w led street light having die cast aluminium body and diffuser with driver set suitable for 90 watt confirming to ip 66 protection complete in all respect with surge protection device. minimum cat aa (crompton/philips with 5 year warrenty against defects,damaged & missing)make: cormpton/philips/bajaj/wipro. 2 supply & fixing steel tubular pole 9.50 metre long designated 410 sp-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. 3 s/f of street light junction box made of smc material complete with 4 way terminal block, cable gland etc. 4 s/f of 6 amp to 32 amp sp mcb (10ka) b curve 5 supply & fixing 32mm dia,1.20m long gi bend pipe with 02 nos. clamp of 50x6mm ms flat suitable for fixing street light on st pole including cost of men and t&p. 6 supply & fixing upsida logo plate(retro-reflective) on st pole including cost of clamp and nut & bolt as per design of e/i. 7 supply & fixing pole earthling of pole by inserting ms rod 20x2500mm in vertically ground level and connecting the pole with the help of 6 swg gi wire including cost of all material, men and t&p. in industrial area as per upsida/uppcl technical specification. 8 s/e of d clamps of 38mm x 6mm flat iron for wall/ roof type service bracket with bolts, nuts etc, complete in all respects including painting with aluminium paint 9 supply & fixing of 100 x 110 mm shackle insulator /100 x 80 mm pin insulator including g.i. bolts/ spindle nuts etc.complete in all respect.as pre uppwd sch. no. 621 10 supply, sagging & tensioning of 6 swg gi earth wire including cost of material, men and t&p 11 suppy,laying & drawing of3x1.5 sq mm pvc insulated copper cable for street/flood lights connection in existing pipe/surface/air as required including cost of material, men and t&p. (havells/polycab/grandlay) 12 supplying and laying of 25 sq.mm 3.5 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand alround and protected with burnt bricks on sides and on top complete in all respects. uppwd sch 510(j)-507 13 supply and laying of 16 sq mm 2 core aluminium conductor pvc insulated , armoured , served ,sheathed cable 1100 v grade in existing pipe/surface/pole etc.( havells/polycab/grandley) schedule 501©-507 14 supply & fixing of 25 sq. mm 3.5 core cable socket/lug with insulated tape in cable termination complete in all respect. 15 supply & fixing of 16 sq. mm 2 core cable socket/lug with insulated tape in cable termination complete in all respect. 16 supply & fixing of 25 sq. mm 3.5 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 17 supply & fixing of 16 sq. mm 2 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 18 providing & fixing 35mm x6mm g.i. earth strip on surface or in recess including cost of gi saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. 19 supply and fixing of ms/gi clamp as per design suitable for fixing shackle insulator, made out for 50x6mm m.s. flat including nut, bolt & washer.(for tun and t-points ) 20 supply , sagging & tensoning of overhead line with insulated acsr weasel conductor including binding etc complete in all respects. 21 supply,sagging,tensioning,jointing and binding of acsr weasel conductor including cost of aluminium tape binding wire and jointing sleeves complete in all respects including materiai,men an t&p for proper completion of work . 22 cleaning & spray painting of st bend pole and power st pole ( upto 7 mtr height in case of shut down) with one coat of red oxide primerand two coat of aliminium paint/pu paint as per direction of engineer incharge including cost of all material, men and hydraulic cran,other t&p ( burger/nerolac/asian mark) 23 painting letter ( pole no. ) 2.5 cmm up to 8.0 cm size complete on street light pole/panel/other electrical properties under upsida including cost of all material , men and t&p. uppwd civilsor sch item mno.817, ch-26 24 supply & fixing of 16 mtr high mast shaft of approved make with rising system hot dip glavanized inside & out sidedip,heavingpolesheetthickness3mm.topdia minium 150 mm, bottom dia 360 mmbase plate 32 mm thicksuitable forwindvelocity asperis 875part 3& havingnocircumferentialweld,withaccessoriesfor highmastsuchasheadframesuitablefor6to12 luminaries&its controlgearboxes 1.5hppowertool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch,including making suitable foundationaspermanufaturedrawing/sitereuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. (bajaj/philips/wipro/crompton/bp & approved make in uppwd) all respect (bajaj/philips/wipro/bp & approved make in ppwd) with upsida acrylic glow shine prescribed logo 25 supply & fixing of factory wired integral 200 w led flood light luminaries with die cast aluminium housing built with driver set confirming to ip 66 protection complete in all respect, cat.-aa (bajaj/philips/wipro/crompton/approved make in uppwd) with labour. 26 supply and fixing 25a tpn capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch tso 100 series with contactors, hrc fuses, isolating switch metering insteument & instrument box with cts etc. complete in all respect. (with labour) 27 supply and wiring of submain with 2 number 2.5 sqmm frlsh pvc insulated single core multistranded copper conductor cable in existing conduit complete in all respects complete. 28 supplying and laying of 16 sq.mm 4 core aluminium conductor pvc insulated, armoured, served, sheathed cable 1100 v on serface the cable run shall be fixed on ms clamps etc of suitable size or as directed by the e.i. grade at a complete in all respects cable laying in existing pipe. (havells/polycab/grandley) 29 supply & laying of 63 mm hdpe pipe isi marked along with all accessories like socket, bend, couple etc. confirming to is 14930 part il complete with fitting and cutting jointing etc direct in grownd 75 cm below ground level including excavition and refilling the trench but excluding sand cushining and protective covering etc. 30 supply & fixing of 16 sq. mm 4 core brass nickle plated compression gland for pvc insulated cable complete in all respect. 31 supply & fixing of 16 sq. mm size pin or plan type copper tin plated socket/lug to cable leads with insulated tape and making connection to point complete in all respect. 32 supply & fixing of 50 mm dia gi pipe b class for climbing up the cable from ground to over head line lt pole complete with gl fitting including material, labour and t&p as per upsidc sch item no. 25a. 1(ls 6.0 mtr for each hm) 33 supply and laying of 32mm x6mm g.i. earth strip from earth electroded directly in the ground level as required on surface or in recess including cost of gl saddle/al. alloy/cadmium/pvc fastener etc.plated iron screw etc. as required for connections. (5m for each) 34 s/b of 40 mm dia x 4.5 mtr. long g.i. pipe vertically for earthing having 12 mm dia. holes spaced 75 mm apart drilled upto 2 mtr, from the bottom complete with earthing lead of no.6 to 8 swg gi wire in g.i.pipe upto appron upto switch board 30 cm square box with hinged cover masonary enclosure. funnel of top, alternate layers of charcoal and salt at least 150 mm thick alround etc. as per direction e/i complete in all respect as per drawing uppwd sch. no. 701 35 supply & erection of stay set at 3.5 metres away from the pole complete with galvanised 19 mm dia x1.80 metre long stay rod, 30 cm x 30 x 6.3 mm anchor plate, thimble stay clamps, stay insulator, 19 mm 600 mm double screw tightener, 7/3.5 mm g.i. stay wire etc. in 1:3:6 cement concrete complete in all respect. 36 supply & fixing of led light strip with driver on street light pole at central verge road no. 1 &2 including cost work t&p men and material complete in all respect. the led strip should be in tri colour as red, white and green (each colour 6 mtr.respectively.) with 01 year warranty against defects/damage/missing. 37 supply and wiring of sub main with 02 nos.of 2.5 sq.mm frlsh pvc insulated 1100 v grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and t&p required for proper completion of work as directed e/i 38 fabrication, supply and fixing of work information board in m.s. frame made by 50mm dia square pipe of stainless steel grade ss-304 & 16 mm thick base plate with back supporting of bracing by ms flat of 25x6mm and 2.85 mtr long supporting leg made from 65mm pipe ss-304 grade with proper grouting arrangement. the board should be retro reflective type in green color with white letters as required and shall be fixed at a height of 1.2 meter from ground by providing 0.45x0.45x0.60 mtr cement concrete stone pad as per drawing enclosed.the borad should be installed within 07 day of signing of contract boand.)

Government Departments

TRN :49028100 | 13 May, 2025

Tender Value : 0

Sant Kabeer Nagar - Uttar Pradesh

Tender for tender for modernization of bakhira pump canal 1st (capacity 30 cusec) district-santkabir nagar (reconstruction of fully damaged outlet on minor complete in all respect) - earth workin digging foundation 2 pcc in 1:4:8 with brick ballast in foundation 3 b/w in 1:4 cm for 11cm work 4 b/w in 1:4 cm for 23cm work 5 pcc in 1:2:4 with stone ballast in bed 6 laying m.s.pipe 6 f, 7 cement plaster 1:4 cm of minimum 12mm thick 8 e/w in back filling 9 earth work in construction of guls as per departmental drawingincluding lead upto 30m & lift upto 1.5m, excluding mechanical compaction but including manual compaction and dressing to profile.

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 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. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

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