One Panchayath One Playground - Development of Playground at SDV School in Alappuzha LAC, Alappuzha - Retender

Amount

Ground Development Works- Mud Court

od379604/2023_2024 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 30 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth including all lifts and leads, hire charges of machineries, labour charges etc complete as per the direction of engineer in charge. All kinds of soil. ((Based on CPWD-2.6.1, 16.1,30.2.8 & MoRTH-3.6 & 3.16)

od282348/2023_2024 : Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site Engineer-in-charge. (MR rate based on the Order No. CE/R&B/ALP/769/2016 dated 22.05.2017, Based on DSR Item No. 50.2.26.1 and 2.2.1)

od270103/2023_2024 : Supplying and stacking for measurement sieved red earth at site including royalty and carriage upto 5 km lead, all abour charges for stacking , loading and unloading etc complete( Based on CPWD 30.2.2 & 30.2.4.3)

od270104/2023_2024 : Supplying and stacking for measurement sieved Jamuna sand at site including cost of sand and carriage upto 5 km lead all labour charges for stacking , loading and unloading etc complete ( Based on CPWD 30.2.2 & 30.2.4.3)

od270105/2023_2024 : Mixing earth and Jamuna sand in the required proportion specified or directed by the officer in charge including all cost of labour charges, hire charges of machineries etc complete( Based on CPWD 30.2.9)

od270106/2023_2024 : Spreading of earth and Jamuna sand in required thickness as per direction of officer in charge including all cost of labour charges, hire charges of machineries etc compete(cost of earth and jamuna sand to be paid separately).( Based on CPWD 30.2.8)

od270107/2023_2024 : SKF_OD 10/2022-2023 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour, hire charges, fuel, oil, etc. complete.( Based on CPWD 16.1)

od270108/2023_2024 : Supply and installation of fixed type 7's Football Goal Post( 3.65 m x 1.8 m x 1.2 m) made of pipe 10 cm dia GI pipe with nylon net as per direction of Engineer in charge

Drainage and Long Jump Pit

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

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

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)

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

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

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.

od282973/2023_2024 : 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 (Based on MoRTH 55.25)

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

od12869/2024_2025 : SKF_OD 8/2022-2023 Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer - in - Charges.

od270124/2023_2024 : SKF_OD 15/2022-2023 Supply and Filling Fine Sand of approved quality in Long Jump Pit as per the direction of officer in charge.

od380151/2023_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.The rate includes cost of all materials, covering 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 110 mm dia 6 Kgf/cm2.

RR step gallery and fencing

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

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

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)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

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

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)

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

od282472/2023_2024 : 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)

10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

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

od282484/2023_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.

Inauguration Stone

od282725/2023_2024 : Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm (Based on Item 8.2.2.2 of DSR)

16.21 : Engraving letters in hard stone

PRIMETECH ENGINEERING

Bidder Name

SUBERUKOYA.S

PRIMETECH ENGINEERING