Providing and laying of centre median with kerb wall and Octogonal pole Double Bracket LED Light with Foot Path arrangements at Ward No 23 PR Sundram street in Dharmapuri Municipality

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam

Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Supplying and filling the Red soil is a type of soil that typically develops in warm, temperate, and humid climates and comprises approximately 13% of Earth's soil and it contains ., complete complying with standard specification.

Supply and laying of Korean Grass (Zoysia japonica/matrella) specifications focus on its fine texture, dense growth, and warm-season adaptability, requiring full sun but tolerating some shade, thriving in well-drained soils (sandy/clay loam), growing 2-3 inches high, forming a lush green carpet, and known for drought/traffic tolerance with low to moderate maintenance needs including cost of materials and labour charges etc..,complete

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.

Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Supply, erection of 8m free standing single arm bracket 8 sided Octogonally continuously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875 with following specification. Bottom Pole Dia - 130mm Top Pole Dia - 70 mm Thickness of Pole - 3mmThe pole should be hot dip galvanized confirming to BESN ISO- 1461 with thickness of 65 Micron. The octagonal pole shall be erected with Concreting with suitable grade Concrete of suitable size pedestal 350mm x 350mm x 15mm and erected in to 300mm x 300mm x 11mm bolt nuts with necessary arrangements etc. The pole and bracket should withstand wind speed of 180 Km/Hr. All the nut, washer and bolt should be galvanised. Testing and commissioning should be done as directed by the departmental officers.

Supply and fixing of 1No. 120W LED street light luminaire (Higher End) with hot dip galvanised single arm bracket of suitable length with suitable bolt and nuts with 1.5 sqmm PVC insulated SC unsheathed FRLS copper wire from junction box to the fitting. The integrated junction box with pole should be provided with 1No. 4way terminal block with Hylum sheet and 1 Nos 6A SP MCB in suitable size door at the bottom with locking arrangements and necessary connection complete.

Supply and fixing of twin arm butterfly Decarative Ornamental Bracket with suitable specification to withstand wind speed 180Km/Hr

Earthwork PCC Making suitable foundation with required steel and concret as per instruction done by department staff

Erection and commissioning of Octaganal pole with suoitable Crane

Supply and Clamping of 4 x 16 sq mm PVC Al armored LTUG cable

Supply and providing cable end termination of 4 x16 sq mm PVC LTUG armoured Al cable with necessary aluminum cable sockets by crimping etc. with electrical connection complete

Supply and run of 1 of No.8 SWG GI wire in existing GI pipe and trench along with the cable for pole earthing.

Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' GI pipe of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry.