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Local Bodies

TRN :49021556 | 16 May, 2025

Tender Value : 21.17 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from nagla khushali marg to lakhanu pura marg ambedkar park in village panchayat lakhanu - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction 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 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 plane/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807, 1202&1204 6 supply, fitting and placing with ms bar rainforcement as per drawings and technical cpecification clause 1002, 1010 and 1202 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 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. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 supply and fixing of information board

Local Bodies

TRN :49021584 | 16 May, 2025

Tender Value : 8.00 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from aligarh road to nihal singhs house in village panchayat bijhari - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction 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 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical spefication clauses 600,1202 & 1203 (brick masonry in 1:4 cement mortar) 6 plastering with cement mortar (1:4) 12mm thick on brickwork in substructure as per technical specification clauses 613.4& 1204 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 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. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 providing and laying of interlocking concrete block provements having thickness 80mm as per drawing and technical specification clause 1504 11 supply and fixing of information board

State Government

TRN :49021768 | 16 May, 2025

Tender Value : 1.54 Crore

Noida - Uttar Pradesh

Tender for maintenance of trees, shrubs and balance plantation in sector ecotech-i (extn-i) including barbed wire fencing for two years, greater noida.

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor 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 technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg 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 technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat 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 technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

State Government

TRN :49022943 | 15 May, 2025

Tender Value : 1.14 Crore

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for d/o parks pocket c and d sector-20 with two year maintenance yeida. wc-h - ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 2 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 3 fine dressing of the ground. 4 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. 5 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) 6 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. 7 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 8 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. 9 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). 10 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) 11 providing and stacking of putranjiva roxburghii of ht. 45.60 cm in bag of size 20 cm as per direction of the officer-in-charge with plantation of trees, shrubs, and hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge(dsr/18/2.57/p-99)+(dsr/18/7.7/p-159) 12 supply of gypsm well packed at site in bags. 13 supply of dap at site in printed plasic bags. (market rate.) 14 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 15 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). 16 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 17 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. 18 play grounds/public parks ( mali for 2.00acre.) 19 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.

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 :49023349 | 30 May, 2025

Tender Value : 1.01 Crore

Lucknow - Uttar Pradesh

Tender for tender for horticultural maintenance work between gomti barrage and hanuman setu on gomti river front (lhs) - complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning 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 menure 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 , other t & p material/articles shall be provided by the contractor.) play grounds / public parks per sqm (as per yard stick 1mali =2.00acre).dsr (hort) 2020/2.40.5 2 cutting of hedge/edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.dsr (hort) 2020/2.36 3 supplying and stacking of well decayed cattle manure at site including royalty and carriage with all lead and lifts complete (cattle manure measured in stacks will reduced by 8% for payment). dsr (hort) 2020/2.25 4 hiring of diesel pump including suction & delivery pipe, operator & khalashi and polcomplete with all respect (as per irrigation department sor 2017-18 chapter 1 b (page no-3 s. no-8)= 31.00 per hp/hourcost analysis for irrigation with the help of diesel pump set (7.5 hp) analysis copy attached 5 supply & stacking urea 40% nitrogen @160 kg per acre (as per yard stick of cpwd lda sor 2018-19/11.1 6 supply & stacking dap 50 kg per acre/year. lda sor 2018-19/11.2 7 arrangement of tractor trolly including loading unloading of stacked kuda & malwa, removel of garden wastage including all complete of work.analysis rate copy attached. 8 required material for cleaning & sweeping. (market rate)

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)

Central Government/Public Sector

TRN :48475497 | 17 May, 2025

Tender Value : 37.70 Crore

Jaipur - Rajasthan

Tender for tender for provision of klp (ph-ii of two phases) for engr regt at jaipur mil stn; 1 lump sum price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 2 lump sum price worked out by the contractor for internal water supply as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 3 lump sum price worked out by the contractor for internal electrificationas listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 4 lump sum price worked out by the contractor for road, path and culvertas listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 5 lump sum price worked out by the contractor for sewage disposalas listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 6 lump sum price worked out by the contractor for area drainage as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 7 lump sum price worked out by the contractor for rain water harwestingas listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the mes 8 lump sum price worked out by the contractor for external water supplyas listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 9 lump sum price worked out by the contractor for external electrificationas listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 10 lump sum price worked out by the contractor for parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 noas listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the mes 11 lump sum price worked out by the contractor for compound wall, chain link fencing and gate as listed in schedule ‘a’ part-xi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 12 lump sum price worked out by the contractor for hot water supplyas listed in schedule ‘a’ part-xii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 13 lump sum price worked out by the contractor for refrigeration and cold water supplyas listed in schedule ‘a’ part-xiii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 14 lump sum price worked out by the contractor for site clearance, site developmentand earth workas listed in schedule ‘a’ part-xiv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 15 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (b/r)as listed in schedule ‘a’ part-xv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 16 lump sum price worked out by the contractor for addn/altn of existing buildings & structures (e/m)as listed in schedule ‘a’ part-xvi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 17 lump sum price worked out by the contractor for demolition of buildings & shedsas listed in schedule ‘a’ part-xvii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes 18 sch a part-xviii misc items (to be quoted by contractor) notes:(i) this schedule is not pre-priced by mes and the pre-priced rate indicated as rs 0.00 under column 5 signifies this fact only. (ii) excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under sch a part-xiv (site clearance, site developmentand earth work schedule). 19 pop ealse ceiling for sch a part i building work (officers mess & adm block)m&lforpop false ceilingof approveddesignconsisting of 10mm thick plaster of paris ceiling (gyspsum anhydrous) board including gi frame work for 12mm seamless ceiling comprising of gi perimeter channel of 0.55 mm thick with two unequal flange of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre intermediate channel 0.5 mm thick having two equal flanges of 15mm each and web of 45mm suspended from soffit at approx 900 mm centre to centre with gi cleat and tee, expansion fasteners with and including ceiling section (not exc 1.2m length)of 0.55mm thickness having curved web of 50mm and flange of 26mm each with clips of 10.5mm fixed to intermediate channel with connectingclips across the intermediate channel of 457 mm centre to centre complete. 20 internal water supply (sch a part-ii) s & f 15mm bore angle valve/cock cast copper alloy fancy type screwed down high pressure with cructh or butterfly handle screwed both ends for iron pipe or brass ferrule fixed. make - cera-f1012201, jaquar - ari- chr-39053, kohler - k-80154in-4-cp 21 s & f wall mixer/diverter with diverter plate of bathroom 3 in 1 system with provision for both hand & over head shower with 115mm long bend pipe ( for mixer) connecting legs & wall flangs complete all as specified. make: cera-f1022403, jaquar-flr-chr-5281n, hindware-flora f280022 22 s & f chromium plated brass bath tub spout with wall flange(fancy type) suitable for 15mm bore pipe complete all as specified and directed. make- cera-f1012661, jaquar-spj-chr-429, hindware-f-520009 23 internal electrification (sch a part-iii)supply and fixing sp 63 amp rating, 240v, 10 ka c curve miniature circuit breaker (mcb) of following poles and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified and as directed. 24 supply and fix tv coaxial,1 module socket complete all as specified and as directed. 25 s&f telephone socket(jack type) ,1 module rj11 with shutter complete all as specified and as directed. 26 m&l for electrolyte grade solid annealed copper conductor,jelly field,aluminium foiled and aluminium wire braided, rg59 (foam). cat part no. whojttkarg59make- havells or equivalent in as mentioned in appx b of particular specification 27 m&l for pvc insulated telephone cables for indoor applications confirming to technical specification g/wir06/02 cat part no.whttatea1p40 make-havells or equivalent in as mentioned in appx b of particular specification 28 s & f for highly efficient led bulbs, 9 watt complete all as specified and directed. make bajaj/havells/hpl 29 s & f blanking plate complete all as specified and directed. 30 s & f of sheet metal enclosure distribution board vtpn ,4 way, 415 volt, double door powder coated, protection class ip-54, isolated neutral bar, mechanical impact strength ik 09 suitable for mounting mcb & mccb dbs confirming to is-13032, is-8632,bs5484 with min 200 amp raiting copper bus bar and grouting, fixing on wall with nut boldts washers proper with pcc works complete all as specified and directed 31 rain water harwesting(sch a part-vii)borewell for rain water harvesting all as specified and shown on drg : (a) provision of trail bore by drilling with reverse rotary system550mm bore upto 52 m depth incl all works pertaining to boring complete in all respect in aluvium soil/ strata incl hard stone / boulder etc.(b)m&l for 150mm bore cpvc pipe assembly jointing, lowering in any position upto the reqd depth below given level incl jointing the pipe by solvent & screwing 04 nos screws in each joint complete all as directed.(c) ditto as item (b) above but slotted pipe(d) m& l for packing with pea gravel of 4.6 mm to 8mm size of approved quality as ordered to pack arround the casing / slooted pipe in borewell all as directed.(e) m&l 25 mm bore perforated cpvc pipe 52 mtr long for vent pipe 32 external water supply(sch a part-viii). m& l for cutting of existing pipeline of 100/150/80 mm dia for taking branch connection alongwith insertion of di tee and connecting material such as joint, nut bolts, etc all as required at site. 33 m&l for construction ofbrick stone masonary valve pit / chamber of size 900 mm x 600 mm x 1000 mm (internal dimensions) all as shown in drawing no td-573, including necessary excavation and earth work, pcc, plaster in cm 1:6 on inside and outside (above ground), ms angle iron 40 x 40x6.0 mm thick complete all as specified and directed and shown on drawings. 34 all as per item no 33.00 but chamber size 450 mm x 450 mm x 600 mm (internal dimensions) complete all as specified and directed 35 supply and fix stop valves 63mm dia, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed 36 external electrification . (sch a part-ix)supply and fixing led street light fitting 36 wattefficacy greater than 100 lumen/watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete all as specified and directed. make : phillips, cat no brp046 led 36 cw mr s1 psu gr 9405 or equivalent in as mentioned in appx b of particular specification 37 supply and fixing poly carbonatejunction box , weather and vermin proof of size 250x250x160 including provn of 4 nos aluminium strip 25x3.15 mm size bus bar single phase and neutral suitabely mounted on bus bar insulators,including one no. mcb sp 6 amps for light control,drilling of holes.provn of suitable size of gi nuts, bolts, double washer and fi clamps ofsuitable sizefor taking connections and fixing on lt steel tubular poles complete with locking arrangement complete all as specified and directed. 38 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-(main ltp no-01 ) 39 incoming :-(a) mccb 4 pole 320 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-06, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc.(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing :-(a) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 nob) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 40 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -4. 41 incoming:- (a) mccb 4 pole 160 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going:- (a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 02 no (single offr accn + ltp - 08)(b) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 02 no ( servant qtr + sl)(c) mccb 3 pole 125 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-06 - 01 (offr mess)(d) mcb dp 16amp - 01 no ( garage)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(f) analog time switch, make- legrand, cat no 4127-80 for sl control 42 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp - 8incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-13 - 01 no 43 (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 10 no 44 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -3. 45 incoming(a) mccb 4 pole 200 amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx 250- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-45 - 01 no(ltp - 06)(b) mccb 3 pole 160 a thermal magnetic protection type, 25 ka dpx3 160, legrand, cat no 4200-47 - 01 (adm bldg)(c) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no (saa stores + old guard house)(d) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 03 no(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 46 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -6 47 incoming(a) mccb 4 pole 100 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-55 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out goingm(a) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 05 no 48 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -7 49 incoming(a) mccb 4 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-53 - 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-02 - 02 no ( bch + mt office)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 13 no (garage) (c) mcb 3 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-55 - 02 no (car washing + longe wala gate) 50 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:- (main ltp no-02 ) 51 incoming (a) mccb 4 pole 400 amp thermal magnetic protection type, 36kamake : legrand, cat no - 4220-07, dpx3 630- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100outgoing (a) mccb 3 pole 200amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4202-08, dpx 250- 01 no(ltp -02)(b) mccb 3 pole 160amps thermal magnetic protection type, 36 ka, make : legrand, cat no - 4200-87, dpx 160- 01 no (ltp - 01)(c) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no(ltp - 5)(d) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(e) analog time switch, make- legrand, cat no 4127-80 for sl control 52 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -1 53 incoming(a) mccb 4 pole 160amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4200-57, dpx3 160- 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 40 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-42 - 01 no ( ltp -5)(b) mccb 3 pole 25 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-01 - 02 no ( fwc + ori )(c) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 02 no ( religious hall + unit shop)(d) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( trademen shop)(e) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider (f) analog time switch, make- legrand, cat no 4127-80 for sl control 54 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated over two coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -5incoming(a) mccb 4 pole 40 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-12 - 01 no(b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100 55 out going(a) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 01 no ( drying & ironing)(b) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 no (car shed - 01 no + scooter shed - 01 no + dhobi ghat - 02 nos) (c) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(d) analog time switch, make- legrand, cat no 4127-80 for sl control 56 supply install,testing and commissioning lt paneloutdoortype, dust and vermin proof totally enclosed floor mounted factory made, kiosk type with sloping canopy fabricated out of steel sections, the door opening shall not be less than 150 degree. the construction of panel board shall be dust, vermin proof, ip 54 standard double shutter gears front and rear frame work and 3.15 mm thick ms sheet duly painted with powder coated overtwo coats of redoxide primer and made of40 x 40 x 6 mm thick angle iron frame all as specfified including necessay foundation.bolt grouted in floor the panel suitable for 415 volts, 50 c/s 3 phase and nutral system 57 and shall be completed with aluminium bus bar of size ( current ratingnot less than 1.5 times of incoming mccb ) with bus bar chamber,internal wiring with suitable size of pvc insulated copper cable comprising of following accessories:-. for ltp -2incoming(a) mccb 4 pole 200amps thermal magnetic protection type, 25 ka, make : legrand, cat no - 4202-18, dpx3 250- 01 no (b) indicating lamp - 3 nos , make : schneider cat no xa2evq1lc to 8lc(c) led multifunctional meter (make: l&t) -01 no cat no : dm6100out going(a) mccb 3 pole 25 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-41 - 02 no (s/l jco)(b) mccb 3 pole 16 amp thermal magnetic protection type, 16 ka dpx3 160 legrand, cat no 4200-00 - 04 no ( s/l 01 jco + engr store + def store + old bldg)(c) mccb 3 pole 80 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-44 - 01 no ( jcos mess)(d) mccb 3 pole 63 amp thermal magnetic protection type, 25 ka dpx3 160 legrand, cat no 4200-43 - 01 no (mi room)(e) mcb 2 pole 16 amp, ccurve, 10 ka, legrand, cat no 4086-33 - 4 nos (car shed - 01 no + scooter shed - 01 no + garage for amb - 01 no +car shed/scooter shed - 01 no ) (f) 3 pole power contactor, frame - 1, ac rating 12 a cat no - lc1e1210 make - schneider(g) analog time switch, make- legrand, cat no 4127-80 for sl control 58 taking down old cable xlpe insulated ,screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor off sizes from existing site 59 dismentling street light bracket off sizes complete all as specified and directed 60 dismantling and taking down lt feeder pillar box off size complete all as specified and directed 61 dismantling and taking down outdoor distribution box off size complete all as specified and directed 62 dismantling and taking down transformers 160 kva to 500 kva and deposit to mes store yard or keeping in safe custody for re-installation complete all as specified and directed 63 parade ground of size 137 m x 91 m, footbal/hockey 02 nos, basketball courts 02 nos, volley ball courts 02 nos, hardstanding & badminton court 01 no (sch a part-x (synthetic floor / mat for basket ball & volley ball courts) m & l for antifungal, anti microbial and u/v resistant comprising of pvc wear resisting coat thickness of 3.5mm to 8mm over of fiber-glass reinforced layer with pvc foaming buffer layer of thickness 4.5mm for good performance in rebounding & absorbing shock complete all as specified and directed 64 refrigeration and cold water supply(sch a part -xiii)supply and fix refrigerator, electric driven (single phase),direct cool single door 5 star refrigeratorwith base drawer with smart inverter compressorcapacitynot less than 185 litrescomplete all as specified and directed 65 supply and fix voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 v to 250 v with output voltage stabilized at 230 v with accuracy of ± 2.5% and of capacity not less than 2.0kva complete all as specified and directed 66 supply and fix desert cooler electric driven (single phase), having nominal air flow capacity of 4000 cum per hour (or nearest size) steel body complete all as specified and directed 67 addn/altn of existing buildings & structures (b/r) : schedule a part -xvm & l for providing 5-7mm thick screed bed ofchemical adhresive of approved make for laying floor finishes i,e floor tile etc. complete all as specified and directed. 68 taking down existing water proofing roof treatment of any description cleaning the surface by hacking to received plaster complete all as specified and removing demolised material outside mod land. 69 s & f fibre reinforced uv resistant elastomeric liquid applied waterproofing & heat reflective coating with acrylic polymers and polyester/glass fibres after scraping and properly cleaning the surface to remove loose perticles with wire brushes complete or as directed water proofing treatment shall be in three coats over a coat of primer and as per manufacturers instructions complete all as specified and directed. 70 m & l for retrieving vegetation growth/plants from wall roofs, chajja upto double storey height incl taking out deep roots and pouring hcl acid and making good the distrubance surfaces with cm 1:4 incl all means required at site complete all as specified and directed 71 addn/altn of existing buildings & structures (e/m) : schedule a part -xvitaking down of existing unsv sub main wiring any size incl pvc/steel conduit complete and making good to disturbed surfaces complete all as specified and directed. 72 taking down of existing unsv dbs any size complete all as specified and directed 73 supply & fixing of mcbs, 10 ka rupturing capacity, is-8828 marked,dp 10 ampsand fixing in dbs complete all as specified and directed(note:- dbs shall be measured and paid separately in respective item) 74 all as per items no 63.00 butdp 20 amps 75 all as per items no no 63.00 but 4p 25 amps 76 all as per items no no 63.00 but sp 6 amps 77 all as per items no no 63.00 but sp 10 amps 78 all as per items no no 63.00 but sp 20 amps 79 demolition of buildings & sheds : schedule a part -xvii taking down carefully by carefully unscrewing serviceable/unserviceable dbs,any sizes 415 volt complete with bus bar and rails for easy mounting of mcbs complete with from boards and disconnecting from incoming and outgoing complete all as specified and directed 80 taking down sub main wiring of any sizes complete all as specified and directed 81 arbouriculture work laying of lawns including ploughing leveling breaking of clods manuring & removal of stones etc. (cost of manure or extra good earth to be paid separately) maintenance of lawns for 30 days more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost. in rows 5 cms. apart in either direction 82 supply of different flower plants 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 83 supply of different varieties of shrubs 600mm to 900mm at site including loading / unloading & transportation etc.complete all as specified and directed 84 supply of different varieties of climbers 900mm to 1500mm at site including loading / unloading & transportation etc.complete all as specified and directed 85 supply of different varieties of palms in polyethylene bags / earthen pots according to height growth & age of the plant at site including loading / unloading & transportation etc .complete all as specified and directed 86 supply & planting of shady plants (neem, peepal, goolar, jamun, imli or other specified) along including the following activities :-(a)preparation of soil including & removing of unwanted shrubs removal of stones & garbage.(b) supply of plant at site of two years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure.(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. 87 supply & planting of ornamental plants (kachnar, amaltas, gulmohar, arjun, jacranda etc. or other specified) along including the following activities :-(a)preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.(b)supply of plant at site oftwo years of age & height more than 1.50mtr.(c)supply of dry manure (farm yard manure organic).(d)supply of insecticides.(e)digging of pits size 60x60x60 cms. including removal of stones, manu-ring application of insecticides & watering at least15 liter per plant after planting.(f)watering to plants.

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