Construction of Sluice at Konarkulam M.I.Tank at Vadavallanadu Panchayat in Karungulam Panchayat Union of Thoothukudi District under the scheme PUGF -2026-27-pakageno-01.

Name of Work:Construction of Sluice at Konarkulam M.I.Tank in Vadavallanadu Panchayat in Karungulam Panchayat Union of Thoothukudi District under the scheme PUGF -2026-27-pakageno-01.

Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.2B etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.

Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work. (W-0015) Page no.29

Dismantling the existing Plain Cement Concrete over Cut Stone Slab in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(W-0034) pg:30

Earthwork for foundation in hard stiff clay excavating and deposition on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, maurram, gravel, stoney erath and earth mixed with small size boulders SS.20B etc., complete complying with standard specifications and as directed by the Engineer incharge of work.

Providing and placing in position Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work Without vibration.

Supplying, Laying, Jointing and fixing in position of R.C.C. Hume pipes of NP 3 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(W-0227) pg:316

Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid.

Without Strutting

With Strutting