Tender For Cricket Ground At Panzinara-- 1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2 S/S,filling of good quality sweet earth in layers not exceeding 20cm in depth incl. breaking of clods, watering, rolling each layer with 1/2 tonne rollerand rolling every third and top most layer with PRR of 8-10 tonne capacity and levelling, dressing ofground by engaging skilled labour inclusive of all carriage upto site of work complete.(compacted quantity to be measured) 3 Levelling of ground (top surface) by way of engagemnet of skilled labours and sweet earth for undulations to the required gradient and profile as directed at site suitable for turfing complete 4 Net Practice Pitch Earthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5 mtr in width and not exceeding 10sqm on plan depth upto 1.5 mtr including backfilling of soil & disposal of excavation soil to be levelled and neatly dressed within 25 mts lead. 5 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 6 P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate . 7 P/L in position Reinfored cement concrete of specified grade excluding the cost of shuttering and centring finishing and reinforcement all work upto plinth level 1:1.5:3 Mix 8 Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage 9 P/F of MS pipes 65mm dia incl. fixing and appplying one coat of redoxide primer and two coats of synthetic enamel paint of approved brand and manufacturer incl. fixing of bottom MS plate 12x12 of 6mm thick incl. hooks etc all necessary fixtures comple 10 Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns 11 P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh 12 VolleybalPreparation of sub grade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth beyond Municipal limits with all leads, lifts, loading and unloading charges complete. 13 Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. 14 Supply and stackingof graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding materialincl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size.complete in all aspects 15 Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which shouldnot exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of allmaterials, all leads lifts octroi charge taxes etc. 16 P/F of artificial UV resistanat polyethylene synthetic (FIFA preferred providors) grasswith rigid monofilment yarn, 40mm pile height and 1250g/sqmpile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 10mm (minimum)height and Rubber 18mm(minimum)height infill weight not less than 2.5kg/sft .The stitch rate per meter should be minimum of 160All line marking shall be white, unless in the drawings. line marking shall be sitched tufted material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. 17 Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for heightadjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. 18 S/S and levelling of stone screening (bottom layer) of size 13.2mm and stone dust(top Laer) arround court perifery in the ratio of 80:20 incl. trenching and consolidationas desired by the incharge engineer with all leads, lifts, royalities and taxes complete 19 Seating tiersEarthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead. 20 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 21 P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate . 22 Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size). 23 Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns 24 Reinforcement for RCC work incl. straightening cutting, bending, placing in position and binding all complete. (TMT bars) incl. carriages 25 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 26 Painting with synthetic enamel paint of approved brandand manufacture to give an even shade two or more coatsincl a coat of steel priemer 27 Chain linkEarth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil complete 28 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 29 P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 40 mm nominal size crushed aggregate . 30 Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size). 31 Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns 32 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 33 Providing and fixing G. I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer-in-charge. made of G.I. wire of 4mm) incl. carriage by mechanical transport upto site of work. 34 12mm thick cement plaster 1:4(1cement:4fine sand incl carriages 35 Paintingon steel work with synthetic enamel paint of approved brand and manufacture in all shades to give an even shade shade (two or more coats) on new work 36 R-wallEath work in excavation by mechanical means (hydrualic excvator) in foundation, trenches , drains (Exceedind 30cm in depth , 1.5 m width as well as 10 sqm in plan , Incl. disposal of excavated soil lead up 50 m 37 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 38 Cast in situ Conc. with nominal mix M-7.5 grade with 40mm nominal size agg..incl all leads lifts, 39 Cast in situ Conc. with nominal mix M-10 grade with 20mm nominal size agg. 40 P/L 50mm thick cement concrete Coping M-15 grade 20 mm nominal size stone agg. With a floating coat of neat cement 41 centering shuttering in foundation 42 12mm thick cement plaster 1:4(1cement:4fine sand incl carriages 43 Structural steel work welded in built up sections, trusses amd framed work, including cutting, hoisting, fixing in position and applying a primer coat of approved steel primer all complete. 44 Providing / Fixing of 50x50mm chain link fencing made of GI wire of 4mm dia including straightening with 2mm nuts and bolts washers as required complete 45 Painting with synthetic enamel paint of approved brand and manufacture to given an even shade two or more coats including a coat of steel primer
