Tender For Development Of Play Field At Ompora Budgam, budgam-Jammu And Kashmir

Tender For Development Of Play Field At Ompora Budgam- 1 Cricket PitchEarth 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 2 Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. 3 Providing and laying of soling stone size on level (hand packed ) of size not more than 100mm incl.Consolidation with Power Road Roller 8-10 Tonne Capacity Complete and all types of carriages complete 4 Providing and laying in position coarse sand without any foreign substance and laying in layers not exceeding 50mm in depth incl. watering and consolidation incl. lead lift and carriage complete 5 S/L of sandy loom (mixture of fine sand and fine clay) in 1:10 ratio to be laid in layersnot exceeding 50mm in depth and consolidation with 1/2 Tonne roller or platevinrator complete. 6 Supply and laying of Top layer of earth having highhest clay content available to be laid in layersnot exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator. 7 DugoutSupply of dugout structure fabricated from MS tube having minimum dimension of 50 x 50mm Square Tube detachable framework with powder coated matt finish. The height of the dugout will be 2.05 meter at front side, Curved surface roof and 4.9 mtr length The seating capacity will be of 10 players. The structure will be covered with 3mm thick transparent or colored polycarbonate sheet on top and two sides.Wheel Assembly – Solid tyre 10” wheel attached to dugout for easy movement withoutany damage to the sports field.The Structure is Provide with HDPE Blow Molded Seat:Double-wall hollow blow mold bucket type seat having minimum dimensions as 465 mm side length x 440 mm front width x 390 mm rear height in one piece of HDPE having minimum shell thickness of 2 mm on each wall. Minimum seat density of 0.95 gram/cm3, weight of plastic chair should not be less than 1.9-2.1 kg. Chair should withstand in high temperature not less than 50°C with ultraviolet stabilizer and color fastness, having ergonomic design, the chair should be fixed with Metal Inserts moulded inside seat to connect seat with sheet metal bracket which is mounted on 40x2mmS Square tube.Chair has a warranty of 2years against significant color fading and 5 Years against breakage due to manufacturing .chair plastic part tested with xenon-Arceposure Test as per ISO 48892-2:2013. Cycle-1.TheseatpassBSEN12520: 2015 TEST 8 crate wallEarthwork 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 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kinds of soil. 9 Provide and laying hand packed nallah stone in crate wire incltipping of stones in crates,making knitting wire crate incl cost of nallah stone and crate wire complete job 10 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. 11 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 12 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 . 13 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( 1: cement 1.5 coarse sand 5 graded stone agg. 20mm nominal size) using crushed aggregate work complete 14 Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage 15 S/f of 16mm dia 300mm long anchor down bolts with nutes complet job etc. 16 providing and fixing 65mm dia M.S pipe posts with 8mm thick plates fpr net practise pitch with complete job 17 P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh 18 carraige of material by M.T from source to site of worksand stone aggregate for an avarage lead of 15Kms 19 RR WALLEarthwork 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 P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;3;6) stone aggregate 40 mm nominal size crushed aggregate . 23 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( 1: cement 1.5 coarse sand 5 graded stone agg. 20mm nominal size) using crushed aggregate work complete 24 Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns Foundation and footing bases of column a) R R Wal 25 b) pillar 26 12 mm cement plaster on the rough side of single or half brick wall of mix 1:4 ( 1 cement : 4 coarse sand) including all carriages / head load upto site of work complete. 27 Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage 28 Provide and Fixing 4 dia PVC pipe in RR wall for weep hole 29 carraige of material by M.T from source to site of worksand stone aggregate for an avarage lead of 15Kms 30 SEATING TIEREarthwork 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. 31 P/Lstone soling hand packedincl ramming with heavy rammers all carriage upto site of work 32 P/L in position cement concretein foundation and plinth excluding the cost of centring and shuttering all work upto plinth level 1:4:8 33 P/L in position cement concrete of specified grade excluding the cost of shuttering and centering finishing and reinforcement all work upto plinth level(1:2:4) stone aggregate 20mm nominal size aggregate 34 Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns Foundation and footing bases of column 35 Strctural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 36 Painting with synthetic enamel paint of approved brandand manufacture to give an even shade two or more coatsincl a coat of steel priemer 37 carriage of material from source to site sand /aggregatebfor av lead 10km 38 CUTTING AND FILLINGEarth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated in all kinds of soil upto 150 m 39 supply ,Stacking and spreading of good earth filling free from vegetation ,grass etc in layers not exceeding 20cm in depth breaking clods watering rolling each layer 1/2 ton roller, and rolling every 3rd and top most lyers with power roller of minimum 8 ton and dressing upto 50m and lift upto 1.5 in all kinds of soil

INR 2500 /-

INR 1.49 Crore /-

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