15th CFC Tied Grant 2025-2026-UGSS Laying of Trunk Sewer Main line Gtn Salai Main Road in Dindigul City Municipal Corporation

Labour charges for Cutting open BT roads and WBM roads for laying sewers etc complete and as directed by deparmental officers pg no. 315

Earthwork excavation and depositing on bankwith an initial lead of 10 m and initial lift of 2m in the following type of soils etc., complete.and as directed by Departmental officers In Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earh and earthmixed with small size boulders and hard gravelly soil pg no. 307

Medium rock, and Dense Medium Rock not requiring Blasting etc., pg no. 307

Hard Rock pg no. 307

Barricading the trenches for one side using casuarina poles 8 to 10 cm dia , white PVC tape 15 mm wide with red strips printed in two rows, 75 mm dia red reflectors in every 3 m length providing two no. of danger lights for every 150m length, including the cost of all materials, charges for fixing of barricading and removal of barricading after testing and filling the trench and stacking the post for reuse etc complete as directed by the Departmental officers.(casuarina poles to be fixed at every 1.5m pg no. 339

Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts., (iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts. pg no. 210

Removing the burst R.C.C. pipes from the pipe line and removal of slushy soil and baling out water and replacing the pipe line with sound pipe including jointing and cost of refilling the pipe line with water for retesting the pipe line etc., complete. (excluding cost of sound pipe and jointing materials and earth work) and as directed by the TWAD Board Officers pg no. 181

Supplying RCC 350MM NP3 Class non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints pg no. 55

Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment pg no. 168

Jointing RCC pipes with cement using necessary collars including the cost of jointing materials pg no. 168

Plane cement concrete in 1:4:8 (one cement, four sand and eight coarse aggregate) using 40 mm hard broken stone including mixing concrete, laying curing and compacting of concrete etc., complete and as directed by Departmental officers.

Plane cement concrete in 1:2:4 (one cement, two sand and four coarse aggregate) t and 20 mm hard broken stone including mixing concrete, laying curing and compacting ofconcrete etc complete and as directed by Departmental officers.

Refilling the trenches with excavated soil (other than sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Departmental officers.pg no. 302

Hire charges for deploying earth moving machinery (JCB/Poclain) for earth work including diesel, oil, labour charges etc complete,for dismantling and pulling the demaged MS pipe pg no. 209

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