Improvement of Forest Road at Ulandy

for Maintenance of Ulandy Valley road from Topslip to Kozikamuthy Stretch -1 in Topslip of Ulandy Range of Anaimalai Tiger Reserve, Pollachi Division during 2025-26

Earth work Excavation and depositing on bank with an initial lead of 10 m and lift of 2 m in hard stiff clay, stiff black cotton, hard red earth , shales, murrams, stoney earth, earth mixed with small size boulders,and hard gravelly soil for foundation as per SS 20 B

Cement Concrete 1:5:10 using 40 mm iss H.G Metal including cost and conveyance of all materials at site , labour charges, curing etc.., complete and as directed by the department officers

Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS, STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm x 60cm and BG 10 stiffened wit welded mild steel angles of size 25mm * 25mm x 3mm for boarding laid over countrywood joists of size 10cmx 6.50cm spaced at about 90cm centre and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre etc., complete and as directed.

Cement Concrete 1:2:4 using machine crushed / Hand Broken 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work exculding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 and kraft paper laid without claiming extra cost etc., complete complying with standard specification.

for Maintenance of Ulandy Valley road from Topslip to Kozikamuthy Stretch -2 in Topslip of Ulandy Range of Anaimalai Tiger Reserve, Pollachi Division during 2025-26

Earth work Excavation and depositing on bank with an initial lead of 10 m and lift of 2 m in hard stiff clay, stiff black cotton, hard red earth , shales, murrams, stoney earth, earth mixed with small size boulders,and hard gravelly soil for foundation as per SS 20 B

Cement Concrete 1:5:10 using 40 mm iss H.G Metal including cost and conveyance of all materials at site , labour charges, curing etc.., complete and as directed by the department officers

Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS, STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm x 60cm and BG 10 stiffened wit welded mild steel angles of size 25mm * 25mm x 3mm for boarding laid over countrywood joists of size 10cmx 6.50cm spaced at about 90cm centre and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre etc., complete and as directed.

Cement Concrete 1:2:4 using machine crushed / Hand Broken 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work exculding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 and kraft paper laid without claiming extra cost etc., complete complying with standard specification.

Supplying fabrication and placing in position steel rods for reinforced including cost of steel all works

for Maintenance of Ulandy Valley road from Kozikamuthy to Elakkaparai in Topslip of Ulandy Range of Anaimalai Tiger Reserve, Pollachi Division during 2025-26

Earth work Excavation and depositing on bank with an initial lead of 10 m and lift of 2 m in hard stiff clay, stiff black cotton, hard red earth , shales, murrams, stoney earth, earth mixed with small size boulders,and hard gravelly soil for foundation as per SS 20 B

Cement Concrete 1:5:10 using 40 mm iss H.G Metal including cost and conveyance of all materials at site , labour charges, curing etc.., complete and as directed by the department officers

Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS, STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm x 60cm and BG 10 stiffened wit welded mild steel angles of size 25mm * 25mm x 3mm for boarding laid over countrywood joists of size 10cmx 6.50cm spaced at about 90cm centre and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre etc., complete and as directed.

Cement Concrete 1:2:4 using machine crushed / Hand Broken 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work exculding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 and kraft paper laid without claiming extra cost etc., complete complying with standard specification.

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