One Panchayath One Playground -Development of St. Augustine High School Ground, Mararikulam in Alappuzha LAC, Alappuzha - Retender

Ground Development work

2.33.2Felling 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

2.33.3Felling 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.Beyond 120 cm girth up to and including 240 cm girth

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

OD91123/2024-2025Filling 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 includingall lifts involved,all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete 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)

OD243183/2025-2026Supplying and stacking sieved red earth at site for measurement including royalty and carriage upto 5 k.m. lead,all labour charges for stacking, loading and unloading etc complete.(Based on CPWD 30.2.2 & 30.2.4.3)

OD243184/2025-2026Supplying and stacking sieved sand at site for measurement including cost of sand, carriage upto 5 k.m. lead,all labour charges for stacking,loading and unloading etc complete (Based on CPWD 30.2.2 & 30.2.4.3).

OD243186/2025-2026Mixing Departmentally supplied sieved red earth and sieved sand in the required proportion specified or directed by the officer - in- charge including all cost of labour charges, hire charges of machinaries, etc. complete.(Based on CPWD 30.2.9)

OD243185/2025-2026Spreading of mixed Departmentally supplied sieved red earth and sieved sand in the required thickness as per direction of officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(Based on CPWD 30.2.8)

OD173358/2025-2026Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc.including all cost of labour charges, hire charges ,fuel,oil etc. complete.(Based on CPWD 16.1)

OD173359/2025-2026Supply and Installation of Fixed type 7's Football Goal Post (3.65m x 1.80m x 1.20m) made of pipe 10cm dia G.I. pipe with nylon net as per the direction of Engineer in Charge including all cost of materilas, labour charges, conveyance, etc. complete.

Drain & Kerb

2.8.1Earth 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

4.1.8Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.1.2Providing 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 derived from natural sources)

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

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

OD173602/2025-2026Lifting, 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 )

5.22.6Steel 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

Fencing

2.8.1Earth 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

4.1.3Providing 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

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

OD173737/2025-2026Steel work for fencing with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including all cost of materials, labour charges, hire charges of machineries, charges for welding and bolted with special shaped washers etc. complete.(Rate based on CPWD 50.10.2)

16.70.1Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm

OD173755/2025-2026Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all cost of materials, conveyance, labour charges, etc. as per the direction of Engineer in charge.(Rate base on CPWD 26.81)

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

Inauguration Stone

OD173759/2025-2026Providing 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)

16.21Engraving letters in hard stone