Tender For Miyawaki forest development and beautification work in Ghulam Gaus Khan Park. - Soil analysisNutrient material for soil enrichmentChopped grass5 Manure6 Straw7 Chaff8 Drum of 200 litre capacity9 Bucket10 Hazara11 Spray machine12 Material for preparing Jeeva Mrita13 Cow dung14 Pulses flour Gram flour15 Jaggery16 Soil near the water of Peepal tree17 Fencing materialAngle iron 35x35x5mm 6 feet long with 5 holes in the middle.18 Supply and fixing plastic coated mesh 5 feet high19 Total area in length about 8.10 feet Supporting stick for supporting the plant 5 feet long, strong and of the right size.20 Jute threads21 Digging work of 1 meter deep on the land (S.I.No.57).22 Work of putting soil (S.I.No.250).23 Soil transport work.24 Half of the soil dug out by mechanical method is put back in the trench and the soil is spread evenly. Half of the biomass mixture is spread evenly in the trench and half on the mound of soil. Half of the biomass mixture is spread evenly in the trench and half on the mound of soil.25 Biomass mixing work with JCB machine (S.I.No.362).26 Digging a small pit on the mound with a shovel in which the plants can sit comfortably.27 Dipping the bag of plants in the solution of water mixed with Jeevamrit and after absorbing the water of Jeevamrit, separating the bag of plants from Jeevamrit.28 Planting the plant and supporting the plant with a stick.29 Spreading 5 to 7 inches thick straw on top of the soil and 30 Digging pegs and tying them with a rope so that the straw does not fly away. 30 Irrigation total 48 times.31 Cost of plants 3% extra. Tree32 Co-tree33 Shrub34 Plants (Herb) (Bass Medicinal Plants Ornamental Plants)35 Security worker36 Sapling surge37 Boring and pressure pump38 Second year maintenance irrigation 10 times in a month from April to June 05 times in October and November 04 times in January and February 05 times in March total 53 times.39 Weeding and mulching 02 times.40 Security worker.41 Third year maintenance irrigation total 24 times.42 Weeding and mulching 02 times.43 Security worker.44 Fourth year maintenance irrigation total 12 times.45 Weeding and mulching 02 times.46 Security worker. 47 Clearing jungle including uprooting of tank vegetation, grass brass brush wood , trees and saplings of wirth upto 30 cm measured at a height of 1m above ground level and removel of rubbish upto a distance of 50 m outside the preiphery of the area.48 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.49 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag ce engineer-in-charge; for the following grades of concrete.M10 Grade50 Concrete of M15 grade with minimum cementcontent of 240 kg /cum CC Bed51 10.26.3P/F G.I. pipes52 Providing and fixing PVC Coated chain link fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge.53 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.54 Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. , All works upto plinth level: , Concrete of M10 grade with minimum cement content of 220 kg /cum.55 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3[1 cement :1.5 coarse sand :3 stone aggregate] (M-20) in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labor and tools and plants etc, required for proper completion of the works. Binding wire cost being included in the item.56 As in item 3 above but in R.C.C. columns in 1:1.5:3 having sstrength not less than [1 cement :1.5 coarse sand :3 stone aggregate] M-20 (UP TO PLINTH).57 Above Plinth58 T.M.T.-FE-415 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.59 12 mm cement plaster in single coat on fair side of single or halfbrick wall for interior plastering up to floor two level including internal rounded angles not exceeding80mm ingirth and finshed even and smooth. (1) 1 cement : 6Coarse sandF.M. 2.2560 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sq.m.)61 Supply andfixingM.S.Workingate includingall necessary forproper completion of the work62 Painting Ist coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm. widthorgirthorsmall articles not exceeding 0.10sq m in area white superior synthetic enamel such as luxol3,Hi-gloss apcolitesuperlac,DUlux specified brushingtogiveanevenshadeanddirt,dust and other foreignmatter sand paperingand stoppingincluding cost of etc. required for proper completion of the work.63 Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a). Foundations, footings, bases of columns, etc. for mass concrete.64 Columns, Pillars, Piers, Abutments, Posts and Struts.65 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge. Letters, symbols, borders etc. will be as per IRC - 67 with required color scheme on the boards and with the high intensity grade A. The aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.66 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc.as per IRC : 67-2001 in silver white with blue color back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II ofASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts & nuts @ 300 mm center to center all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy. paint in gray color on the back side of aluminum sheet including appropriate priming coat.The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only67 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.68 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).69 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm.70 Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).71 Carrigae of manure upto 5 K.M.72 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.73 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)74 grassing75 Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge.(i). Holes 90cm dia, and 90cm deep.76 Holes 60 cm dia, and 60 cm deep77 Holes 45 cm dia, and 45 cm deep.78 Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge.79 Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.80 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.81 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge.82 Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.83 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc.as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved byEngineer-in-charge84 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete13.52.2 On concrete work85 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.86 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag ce engineer-in-charge; for the following grades of concrete.M10 Grade87 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished curb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge88 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete (a). For Cushion. (b). For binding.89 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required color & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.90 Clearing jungle including uprooting of tank vegetation, grass brass brush wood , trees and saplings of wirth upto 30 cm measured at a height of 1m above ground level and removel of rubbish upto a distance of 50 m outside the preiphery of the area.91 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.92 Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cementcontent of 220 kg /cum.93 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).94 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized over lapping shall be measured upto floor two level.95 Brick work super-structure above plinth level up to floor two level (up to two storeys) including necessarycutting and molding of brick work as requiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand).96 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. 2.25 F.M.97 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sq.m. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sq.m.).98 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.99 Add for plaster drip course/ groove in plastered surface or molding to R.C.C. projections.100 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.101 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.102 Centering and shuttering including strutting, propping etc. and removal of form for (a). Foundations, footings, bases of columns, etc. for mass concrete103 Lintels, beams, plinth beams, girders, bressumers and cantilevers104 Columns, Pillars, Piers, Abutments, Posts and Struts105 Supply & fixing of 4.0 mtr GI Octagonal Pole of approved make (top dia 100 mm, Bottom dia 200 mm and base plate 16mm thick) having 3 mm thickness with Double arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect.106 Supply and burying of safe earthing electrode T-19 (Hot Dip Galvanized) length upto 3000 mm, outer G.I. Pipe 76 mm, Inner Pipe Dia 25, terminal dia 12mm, outer G.I. pipe of 16SWG and inner G.I. pipe of 12 SWG with Hot Dip Galvanized up to 1 00 micron filled with crystalline conductive mixture (CCM) having anti corrosive and conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of25 mmx 3 mm G.I. stripupto switch board (from apron to switch board the cost G.I. strip will extra )along with 30cm square C.I. frame with hinged over & masonry housing.107 Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-In-Charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core108 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.5 Sqmm 2 core109 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with box with CTs etc. in case of TPN, complete in all respect.40 A TPN110 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. Complete in all respect as per direction of the Engineer-Incharge. Size 16 Sq mm111 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transformer etc. The board shall have suitable capacity electroytic aluminum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with detachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entry boxes in case of pedestal type, cable sockets, compression glands and indicating lamp on incoming etc. (a). 100Amp. TNP-1 No.Outgoing.(a). 63 Amp. TNP-2 Nos.(b). Cat. B Cubicle Type.112 Supply and fixing of decorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminum body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. CAT-AAA113 Supply and fixing of 12.5 mtr High mast Pole of approved make with rising system, hot dip galvanized inside & outside , having pole sheet thickness 3mm, top minimum100mm, bottom dia minimum 310mm, base plate 25mm thick, suitable for wind velocity as per IS 875 part 3. & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes,0.75 HP Power tool motor, 3 point suspension system with steel wire rope 6mm dia , double drum winch Including making suitable Foundation as per manufacture drawing & site requirement along with foundation bolts, nuts, washers , anchor plates etc. Complete in all respect. as per direction and satisfaction to the Engineer-in-charge.114 Supply and burying of safe earthing electrode T-19 (Hot Dip Galvanized) length upto 3000 mm, outer G.I. Pipe 76 mm, Inner Pipe Dia 25, terminal dia 12mm, outer G.I. pipe of 16SWG and inner G.I. pipe of 12 SWG with Hot Dip Galvanized up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive and conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of25 mmx 3 mm G.I. stripupto switch board (from apron to switch board the cost G.I. strip will extra )along with 30cm square C.I. frame with hinged over & masonry housing.115 Supply of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following sizesas required complete with in all respect. 25 sq. mm 4 core116 Supply and fixing of brass nickel plated compression gland for PVC insulated & armored served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. Size25 Sq mm x 3.5core117 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. Size25 Sq.mm118 Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect119 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required120 Supply and fixing of Of BVP485 LED 560 CW NB PSU SPU GR (Philips)121 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with box with CTs etc. in case of TPN, complete in all respect.40 A TPN122 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire123 S&F of 32 Amp. 415 Vmetal clad TPN rewireable type switch fuse unit on M.D.F.E.G. / Teak wood board complete in all respect. Encloser Box124 COST OF PLAYING EQUIPMENT.(a). SUPPLY & FIXING OFSEE SAW DOUBLE BOARD.125(b). SUPPLY & FIXING OF JUNIOR SLIDE.126(c). SUPPLY & FIXING OF SEATER DUCK MODAL MERRY GROUND.127 sd(128(d). SUPPLY & FIXING OF TUBE SLIDE AREA.129(e). PARALLEL BARS.130(f). SWING ECONOMY.131 double side indicator132 single side retro reflective indicator133 Jogging Track including all complete. (as per specification)134 Pathway/ new Pathway(as per Specification)135 New Boundary wall.(as per Specification)136 Cost of FRP Dustbins.(as per Specification)137 Cost of Sitting chair.(as per Specification)138 Cost of Gazeebo of FRP Molded Canopy.
