Construction of Synthetic Football Turf at IHRD Engineering College, Chengannur

Amount

Land development Work- Earth Cutting and Dismantling of Existing Fencing

2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

15.34.1 : Dismantling and stacking with in 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :T or L iron or pipe

od4985/2024_2025 : Dismantling chain link fencing/ GI Posts of any size, including making rolls and stacking within 50 metres lead. Cost inclusive of cutting charges, labour etc all complete.

od58411/2024_2025 : Consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roler including making good the undulations etc . including all cost of labour, hire charges, fuel, oil, etc. complete .(Based on CPWD 16.1).

Synthetic Football Turf

od314450/2023_2024 : Providing and fixing PVC pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete including the cost of all materials, labour etc. and as directed by the Engineer-in-charge.Care should be taken while laying so that the perforations shall be along the bottom side of the pipe. The rate includes cost of all materials, covering<br>the pipe with Geo Textile Cloth,labour charges for trenching carriage of surplus earth to a lead of 50m etc complete. including jointing of pipes with one step PVC solvent cement etc complete as per direction of Engineer-in-Charge 150 mm dia 6 Kgf/cm2. (Based on DSR 50.18.9.19.1)

od314452/2023_2024 : Providing, Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench as per the directions of Engineer-in-charge. Rate inclusive of all materials,transportation and labour charges complete.The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge.(Based on DSR item No.16.4)

od42076/2024_2025 : Providing ,laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 8-10tonne 3 wheeled road roller / vibratory roller in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications<br>and or as approved by Engineer-in-charge. The measurement shall be taken after consolidation based on level survey conducted.(Based on DSR 16.4)

od314453/2023_2024 : Providing ,laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 8-10 tonne 3 wheeled road roller / vibratory roller in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications<br>and or as approved by Engineer-in-charge. The measurement shall be taken after consolidation based on level survey conducted.( Based on DSR item No.16.4)

od314454/2023_2024 : Providing , laying and spreading of compacted fill with 10mm metal graded (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 8-10 tonne 3 wheeled road / vibratory roller in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed<br>specifications and or as approved by Engineer-in-charge. The measurement shall be taken after consolidation based on level survey conducted.(Based on DSR item No.16.4)

od222544/2024_2025 : SKF_OD 8/2022-2023 Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer - in - Charges.

od314455/2023_2024 : Supply and Installation FIFA approved quality Synthetic Football Turf of Pile height 50 mm with PU backing, Stabilizing infill of Quartz sand 25 kg/sqm and Performance infill Black SBR Rubber 8 kg/sqm as per the direction of officer in charge. A test certificate of compliance to FIFA specification is mandatory during physical inspection at site along with test report on material. Design, receive material, installation, testing and commissioning of synthetic surface for football including, laying, jointing, fixing in position to sub base, including all according to methodology and drawings and specifications, approved by FIFA including line marking to FIFA specification all complete. The complete installation should be to FIFA approved international standards.

od314457/2023_2024 : Supply and Installing Movable Type Premium Quality Out Door Football Goal Post of size 12 x 6 Feet made with Heavy Duty MS pipe of Size 3" dia for Main frame with Supporting Back Frame with PU finishing including all fittings such as Premium Quality Nylon net, Hooks, Solid wheels etc

50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2

Fencing and Kerb

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

od46539/2024_2025 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete.(MoRTH roads -55.25)

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

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

od213164/2024_2025 : Steel work for fencing with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete(Rate based on CPWD 50.10.2)

od314460/2023_2024 : Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all charges as per the direction of Engineer in charge.

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Retaining Wall

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

RATHEESH CHETTIYAR VALAPPIL (BID ID -2116847)

N KRISHNANKUTTY (BID ID -2117186)

Jaffarkhan P H (BID ID -2118153)

PRIMETECH ENGINEERING (BID ID -2117240)

Bidder Name

N KRISHNANKUTTY

Great SportsTech Limited

Jaffarkhan P H

PRIMETECH ENGINEERING

RATHEESH CHETTIYAR VALAPPIL