basic facility development work at shala krida sangam gaushala maidan

Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means (A)Bituminous Courses

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately).

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).

Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick

Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm

Supply, installation, testing, and fixing of heavy-duty, tournament-grade Pickleball Post and Net System conforming strictly to USA Pickleball (USAPA) and International Pickleball Federation (IPF) technical specifications: Posts & Framework: Heavy-gauge 76 mm (3") outer diameter round or 76 mm × 76 mm square tubular structural steel / extruded high-tensile aluminum posts having a minimum wall thickness of 3.0 mm. Posts shall be factory-finished with two coats of anti-corrosive primer and electrostatically applied UV-stabilized exterior polyester powder coating. Ground Sleeves & Anchors: Heavy-duty hot-dip galvanized steel or heavy-gauge PVC ground sleeves (minimum embedment depth 400 mm) cast into concrete foundations of grade M20 (minimum footing size 450 mm × 450 mm × 600 mm depth) finished flush with court surface, complete with removable weathersealed end caps. Tensioning Mechanism: Heavy-duty internal brass/stainless steel precision worm-gear winding mechanism equipped with an ergonomic removable crank handle and positive self-locking ratchet assembly to ensure uniform, non-slip cable tension.

Netting Specifications: Mesh: Braided high-density polyethylene (HDPE) netting, minimum 3.0 mm to 3.5 mm twine thickness, 45 mm square mesh, 100% UV-stabilized and fully weather-proof. Headband: Heavy-duty, 4-row lock-stitched, vinyl-coated polyester / woven PVC fabric (minimum 28 oz. weight) with reinforced bottom and side tapes. Top Cable: 5.0 mm diameter aircraft-grade vinyl-coated stainless steel / galvanized steel wire rope with minimum breaking strength of 1,500 kg. Center Strap & Tie-Down: Heavy-duty polyester center strap with adjustable nickel-plated buckle and stainless steel anchor tie-down embedded flush into court substrate. Regulation Dimensions: Net span of 6.71 m (22'-0") post-to-post; net height of 0.914 m (36") at sidelines and strictly 0.864 m (34") at the court center under design tension.