Public Works Department Tender

code04 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement, dowel bars &to be paid separately) ( Vol-1, Page No.17, Item.No.2.5.2) Form work for Columns & Piers. ( Vol-1, Appendix I, Page No. 115, Sl No. 8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code05 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement, dowel bars &to be paid separately) ( Vol-1, Page No.17, Item.No.2.5.2)Form work for Roof ( Straight & Arched). ( Vol-1, Appendix I, Page No. 116, Sl No. 13) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code06 - Steel Fabrication for Buildinga. Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification for Buildings( Vol-1, Page No.18, Item.No.2.11.a) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code07 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as perSpecifications ( Vol-2, Page No.17, Item.No. 6.33) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code08 - Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame( Vol.-2, Page No. 112, Item No. 12.96) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code09 - Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames of 30 mm Thick ( Vol.-2, Page No. 112, Item No. 12.97.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code10 - Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made ( Vol-2, Page No.100,Item.No.12.88) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code11 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Vol-2,PageNo.109,Item.No.12.85) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code12 - Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S.flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc., (Vol2,PageNo.85,Item.No.11.34.B) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code13 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.( Vol-2, Page No. 41, Item. No.8.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code14 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge ( Vol-2, Page No. 43, Item. No.8.10 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code15 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ( Vol-2, Page No. 42, Item. No.8.5.2 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code16 - 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 as per specifications and as per directions of Engineer in charge.( Vol-2, Page No. 50 Item. No.8.51 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code17 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plasterwith cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6mm thickcement plaster with cement mortar 1:6(1 cement : 6 coarse sand) finished roughwith sponge to brick masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost ofmaterials, labour, curing complete as per specifications and as per directions ofEngineer-in-charge. ( Vol-2, Page No. 42, Item. No.8.8 ). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code18 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications (Vol-2, Page No.65, Item. No.9.39) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code19 - Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) Size of Tile 600x600 mm. ( Vol-2, Page No. 60 Item. No.9.12.2 ). ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code20 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge(Vol-2, Page No.51, Item. No.8.55.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code21 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust,mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Vol-2, Page No.48, Item. No.8.39) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code22 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge..(Vol-2, Page No.45, Item. No.8.30) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code23 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, Page No.48, Item. No.8.41) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code24 - Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conferming to IS 13592 Type A , including jointing with seal ring conferming to IS 5382, leaving 10 mm gap for thermal expansion (i) Single socket pipes 100 mm diameter, (Vol-2, Pagr No. 125 Item. No.13.48) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code25 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, Page No15, Item. No.2.1.6) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code26 - Integral Crystalline Water Proofing AdmixtureProviding and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re inforcement against corrosion mixed @ 1% byweight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) (Vol-2,, Page No150 Item. No.15.7) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code27 - Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (Vol-2, Page No.149, Item. No.15.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code28 - PProviding and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : : of 125x64x1.90mm ( Vol-2, Page No.107, Item. No.12.74.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code29 - Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complet ( Vol-2, Page No.105, Item. No.12.63) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code30 - Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete ( Vol-2, Page No..105, Item. No.12.62) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code31 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge, 22.15.3 SS Aldrop 16mm dia, 200mm ( Vol-2, Page No.218, Item. No.22.15.3 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code32 - Providing and fixing 20mm nominal OD chlorinated Poly Venyl chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe with clamp at 1.00 mts spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement &the cost cutting chases & making good the same including testing of joints compete . (concealed work including cutting chases and good the walls etc., (Vol-2, Page No. Item. No.122, ItemNo.13.32.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code33 - Providing and fixing C.P. brass long body bib cock of approved qualityconforming to IS standards and weighing not less than 690 g (Vol-2, Page 119 Item. No.13.14) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code34 - Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (Vol-2, Page 119 Item. No.1317) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code35 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 25 mm nominal bor. (Vol-2, Page No.117, Item. No.13.4.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code36 - Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap (Vol-2, Page No.124, Item. No.14.7.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code37 - Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.( Vol-2, Page No.133, Item.No.14.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code38 - Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe, 32 mm dia (Vol-2, Page No.136, Item.No.14.28.1.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code39 - Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. ( Vol-2, Page No.138, Item.No.14.47) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code40 - Providing and fixing Towel rail 600mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy ( Vol-2, Page No.144 Item.No.14.89 .a) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code41 - Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Vol-2, Page No.136, Item.No.14.31) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code42 - Providing and fixing toilet paper holder :C.P. bras. ( Vol-2, Page No.136, Item.No.14.34.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code43 - Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore. (Vol-2, Page No.118, Item.No.13.8.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code44 - Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. ( Vol-2, Page No.134, Item.No.14.16A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code45 - Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid(Vol-2, Page 120, Item. No.13.22.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code46 - Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (Vol-2, Page 135 Item. No.14.22.B) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code47 - Providing and fixing Overhead rain showers of minimum dimension 225x225mm & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy . (Vol-2, Page 143, Item. No.14.81 a) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code48 - Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110 mm nominal dia pipes (Vol-2, Page No.128, Item.No. 13.64.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code49 - Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75mm nominal dia pipes (Vol-2, Page No.128, Item.No.13.64.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code50 - Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete. (Vol-2, Page No.127, Item.No13.57) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code51 - Earth work excavation by manual means for rains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. ( Vol-1, Page No.5, Item.No.1.4.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code52 - Procurement of Ingredients: Procurement of farmyard manure/compost, sand andred-earth (ingredients) required for raising seedlings inclusive of transportation,breaking of clods, sieving and heaping each ingredient separately at nursery site(Ceiling rate) Fine coarse Red-earth/soil ( Vol-8, Page No.1, Item No.1.2 (a) ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code53 - Procurement of Ingredients: Procurement of farmyard manure/compost, sand andred-earth (ingredients) required for raising seedlings inclusive of transportation,breaking of clods, sieving and heaping each ingredient separately at nursery site(Ceiling rate) (b) Natural Sand ( Vol-8, Page No.1, Item No.1.2 (b) ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code54 - Procurement of Ingredients: Procurement of farmyard manure/compost, sand and Red-earth (ingredients) required for raising seedlings inclusive of transportation,reaking of clods, sieving and heaping each ingredient separately at nursery siteCeiling rate) Farm yard manure/compost ( Vol-8, Page No.1, Item No.1.2 (c) ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code55 - 1ST DIGGING:-Digging of the area for developing lawn including removing weeds, debris if any and breaking of clumps, watering etc. (1x1x0.45mt) ( Vol-8, Page No.49, Item No.12.10 (B) ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code56 - 2ND DIGGING:- Digging of soil by removing grass etc if any and levelling of the soil etc .. (1x1x0.45mt) ( Vol-8, Page No.49, Item No.12.10 (C) ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code57 - Procurement of quality lawn grass Bufullo Grass Dibbling ( Vol-8, Page No.49, Item No.12.10 (G) (h)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code58 - Labour Chargesmixing Inputs as per prescribed proportion and quantity and spreading, applyingfertilizers,digging, levelling , and dibbling with lawn grass at a spacing of 5cm x5cm& as per the direction of the Officer in charge of the work. Bermuda Grass Turf Lawn development cost ( Vol-8, Page No.49, Item No.12.10 (H, I) (a)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work

code59 - WORK TO BE UNDER TAKEN DURING MAINTENANCE:- Watering : The plants and lawns in the garden should be watered frequently asrequired looking to the climate, soil and plant conditions: If sprinklers are made available, it can be used other wise hose pipe can be used for watering, problems regarding pipe line damage during watering/maintenance should be repaired and taken care. Weeding : Weeding has to be done regularly in the entire garden area including extra weed growth in the pathways and other remaining areas in the park. Weeding should be done regularly once in a fortnight and the weeds collected should be used for preparing manure or it should be disposed from the garden appropriately. Sweeping : Sweeping of the garden area has to be done daily. The pathways, entire garden area should be swept and kept free of fallen leanves, branches, flowers, dust etc., and should be made use for the public. Dust bins in the garden area should be emptied and disposed properly and regularly. Any dead rodent, pets or animals are founds should be removed immediately and the garden spaces should be free from foul smell. Gazeboo, Chairs and Other Adomments should be cleaned daily.Maintenance of Shrubs, Edges, Ground cover and other area by regular pruning, digging so as to maintain the garden aesthetically.Lawn moving shloud be done regularly every fortnight .Digging of soil around plants in the garden, should be carried out. Soil basins should be prepared around the hedges/ edges/ trees/ shrubs/ ground covers by digging the soil so as to maintain retention of water. This should be done before and after monsoon.Pruning of plants in the garden, such as the Hedges, Trees, Shrubs, Ground cover plants, Topiary plants, Rose plants etc., should be carried out as and when required and as per the directions of officer in-charge of work.Transportation of plastic and other materials should be removed from the garden, must be taken care. The swept leaf materials only should be used for preparation of compost manure in the garden itself and the compost manure should be used in the garden. All dead plants, branches and other waste matirials should be removed regularly and transported outside the garden. in the garden area dried leaves and other waste materials should be regularly removed from the garden at the risk of contractors. Upto 8000.0 m2 (2.0 Acres) ( Vol-8, Page No.51, Item No.12.11 (a) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work