Special Repairs to Sluice No 1 in Kannakankudi North Tank in Enathi Village of Thiruppuvanam Taluk in Sivagangai District.

Earth work excavating and depositing on bank with in initial lead of 10m and initial lift of 2m in hard stiffy clay, stiff black cotton, hard red earth shales murrams, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification and as directed by the departmental officers.

Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of Plain cement Concrete compete complying with standard specification and as directed by the Eingeer in charge of work.

Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of wall in Brick or stone masonry in cement mortar walls under 3m high etc. compete complying with standard specification and as directed by the departmental officers.

Earthwork excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated soil other than sand in layers of not more than 15 cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 (Ten) metres and initial lift of 2 (Two) metres and clearing, levelling the site etc., complete complying with standard specification and as directed by the departmental officers.

Collection and Supply of Sand gravel mix 1:1 (one sand and one gravel) ratio for basement / filter zone including stacking, mixing and spreading the sand gravel mix in layers of not exceeding in 150 mm thickness over properly prepared surface, watering and consolidating the same with approved type of compaction equipment including stacking for pre-measurement etc complete complying with the standard specification and as directed by the Engineer in charge of the work.

Cement concrete of grade M15 for plain cement concrete useing hard broken stone aggregates with maximum nominal size of 40 mm to IS specified grading mixing by mixer machine including dewatering the placement site, laying the concrete in layers and bays vibrating compacting and finishing the surface with all leads and lifts watering, curing to attain the profile and strength specified in the drawings for various depth and height below and above ground level etc., complete as directed by the Engineer in charge of work complying with the standard specification (By using mixer machine)

Supplying, Laying, Jointing and Fixing in position of R.C.C Hume pipe of NP3 class of 900mm dia including labour charges and jointing materials etc. complete complying with standard specification and as directed by the Engineer in charge of the Work.

Providing Cut stone roughly dressed and set in cement mortar 1:3 (One Cement and Three Sand) including fixing in position etc complete as directed by the engineer in charge of work complying with standard specification

Providing Steel Centering for RCC Slabs, beams or plain surfaces including strutting upto 3.00 m high using MS sheets, BG10 guage thick of size 90cm x 60cm, Stiffened with Ms angles of size 25mm x 25mm x 3mm laid over silver oak joists of size 10 cm x 6.5 cm spaced at 90 cm c/c and supported by casurina props of 10 cm to 13cm dia spaced at 75 cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complying with standard specification and as directed by the Engineer. (With Strutting)

Cement concrete of grade M15 (1:2) design Mix with well graded aggregates and the nominal maximum size of coarse aggregate of graded mix using 40% quantity of 20mm size hard broken granite stone jelly and 60% quantity of 40mm and downgrade to I.S. specified grading mixing in mixer machine (to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering the placement site laying vibrating, compacting and finishing the surface with all leads and lifts watering, curing ,etc, complete so as to attain the profile and strength specified in drawings and specifications for various height above ground level complete and as directed by the Engineer complying with standard specification (With Vibration)