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Tender For Upgradation Of Play Field At Shanpora Habak, srinagar-Jammu And Kashmir

Jammu And Kashmir State Sports Council has published Tender For Upgradation Of Play Field At Shanpora Habak. Submission Date for this Tender is 23-08-2025. Playground Construction Tenders in srinagar Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

50599642
Tender For Upgradation Of Play Field At Shanpora Habak
Tender
Indian
Jammu And Kashmir
Srinagar
23-08-2025

Tender Documents

Tender Details

Tender For Upgradation Of Play Field At Shanpora Habak- 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 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 5 Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. 6 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 7 S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source 8 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. 9 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. 10 Providing / Fixing 15X15feet Cricket Convas Sight Screen and is movable foldable with stable M.S Section Hollow frame 75X75X25mm with tube 4mm in thickness with channel base 75X50X5mm with 6 special Turf tyres allowing easy movement with color black on one side of sight screen and white color on other side. 11 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. 12 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 13 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 . 14 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 15 Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage 16 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 17 Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns 18 P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh 19 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. 20 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. 21 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 22 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. 23 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. 24 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. 25 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 26 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. 27 P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work 28 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 . 29 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)incl all carriages for an avg lead of 20kms by M.T complete.. 30 Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns 31 Reinforcement for RCC work incl. straightening cutting, bending, placing in position and binding all complete. (TMT bars) incl. carriages 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 Painting with synthetic enamel paint of approved brandand manufacture to give an even shade two or more coatsincl a coat of steel priemer

Key Value

Document Fees
INR 1600 /-
EMD
INR 117000.0 /-
Tender Value
INR 58.50 Lakhs /-

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