Jammu And Kashmir State Sports Council Tender

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level . 1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) incl. all carriage.

Centering and shuttering including strutting, propping etc and removal of form work for beams plinth beams girders and cantilivers of mass concrete

Cement concrete flooring 1:2:4 mix (1 cement :2 Course Sand : 4 graded stone aggregate) finished with a floating coat of neat cement slurry, but excluding cost of nosing of steps etc complete (50mm thick with 20mm nominal sie stone ) crushed.

Making drain holes in RCC slab by providing and embedding 40mm dia and 75mm long app pieces of ordinary PVC pipe in RCC slab during casting of drain slab.

Constuction of brick masonry manhole in cement mortar 1:4 (1 cement: 4 course sand) with RCC top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zoneIII) : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 Coarse sand (zone III) : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat of neat ceoment and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat ceoment complete as per standard design : 20.7.2 inside sixe 90x80 cm and 60 cm deep including C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover and frame to be not less than 38 Kg (weight of cover 23Kg and weight of frame 15 Kg ) : 20.7.2.1 with common burnt clay F.P.S (non modular ) bricks of class designation 7.5

12mm thick cement plaster of mix 1: 4 (1 cement :4 fine sand)

Athletic Track Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to chamber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc and disposal of surplus earth upto 50 meters including spraying of weedicides of approved quality over whole area.

Supply and Spreading of GSB incl. ramming dressing and watering & finally rolling with PRR 8-10 Ton Capacity incl. all Carriages from Source to Site of work Complete.

Laying of WBM with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidate with PRR of 8-10 tonne capacity etc complete including all elads lifts and carriage complete.(63-45mm)

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 crushing material with predetermined quantity of water in accordance specification to form dense mass which is spread and rolled with vibratory roller 80/100 kn capacity speed of which should not exceed 5 KM/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 Kg /Sqm complete including cost of all materials all leads lifts Octroi charge taxes etc.

Providng and laying tack coat , 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 specification to form dense mass which is spread and rilled with vibratory roller 80/100 kn capacity speed of which should not exceed 5 Km /hour for each layer, roplling 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 spreyer at the rate 0.75 kg /sqm complete including cost of all materials, all leads lifts octroi charge taxes etc.

Providing and laying 50mm thick dense bitumens macadam base coarse usning mineral aggregate satisfying the gradation set out in specifications with 4.5 percent binder content (by weight of total mix) with the aid of hot mix plant and paver finisher including rolling with road riller of 8 to 10 tonne capacity to achieve required conpaction and density compacted thickness with bitumen of grade VG-30 prepared in batch type hot mix lant of 100-120TPH capacity

Providing and laying of 15mm thick cement concrete slab over the existing sub base with a nominal nix of 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) for making the throwing circle for duscus/hammer/shot put in required diameter/size including cost of providing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64Kgs per sqm as re-inforcement centering and shuttering and cost of fixing the required throwing circle rings for discus/hammer/shot put with necessary fixing arrangement and providing and fixing of brass tuble of 4mm dia centering hole and providing and laying required drainage pipe in desired position and level including necessary maing all complete as per requrement/ specificagtion laid down by IAAF and as per concrete base slab shall have rfequred non skid /non slippery finsh and gradient as per required /specification

Full Pur surfacing : design, supply and installation fo full PUR terra cotta coloured 400m synthetic athletic track of world athletics specification, with a track of 8 lane and 8 straight lines and 2 D's having normal stress areas with a minimum thickness of 15 mm of finished track surface, high stress areas with a minimum thickness of 25mm of finished track surface, the rate including lane marking as per world athletics psecification, provision for installation of slkeeves for events and equipment, steeple chase with barrier, drainage facilites with geo textile covering all taxes and duties as applicable upto site destination, all according to approved methodlogy and drawings/specification by WA and suitable for conduction National and WA approved events. the cost includes WA Class II certification (Survey, testing for surface, lane markings etc ) and annual maintenance for 3 years a) Normal stess area with a minimum thickness 15mm of finished track surface

b) Medium stress area with a minimum thickness 20mm of finished track surface

c) High stress area with minium thickness 25mm of finished track surface.

construction of jumping pits including sand filling as per IAAF/WA specification including cost and carriage

construction of steeple case pit inside north D portion as per IAAF drawings.

Chain link Fencing Earthwork 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.

Providing and laying of stone soling (hand packed) in excavated trenches including carriage by mechanical transport at site of work.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level . 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size )

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level . 1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )

Centering shuttering, strutting and propping etc and removal of form work in a) foundation, footing, bases of columns

Structural steel work 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. Welded

Providing and fixing G.I chain lik fabric fencing of required width in mesh sixe 50x50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer Incharge