Construction of 7 Blocks of R Type, 3 Blocks of S Type, 2 Blocks of T type and 2 Blocks of U Type Permanent Quarters including Water Sump with pipe , STP and internal Electrification Works for officers and staff of USTPPStage I at Udangudi.

Clearing Scrub and Light jungle and disposing off to a place at-least 1km away from the site as directed by the Engineer in charge including all labour charges, lead, lift, T&Ps etc., complete.

Mobilization and demobilization of piling equipments for 600mm dia pile and all other accessories to site for Bored cast- in-situ pile works including cost of all materials, labour, lead, lift, ets. completed.

Carring out initial load test on single vertical test pile to a load of 135t as per the testing procedure specified in the tender conditions inclusive of all charges for extension/cutting of piles that may be necessary, erecting, loading platform in the manner acceptable and approved by the Dept. Engineer together with labour and other incidental charges for loading and unloading the test loads and hire and transport charges and all other incidental charges for conducting the test includig retaining the test load for 24 hours at 100% capacity. Test equipments shall be got tested at contractor's cost and test certificte and calibration chart for pressure gauge produced to the Engineer before commencing the test Calibration of pressure gauge must be done before taking up the load test.

Setting up of piling/boaring equipment with all accessories and tools & plants at each of the pile location based on the sequence of operation approved by the Engineer at site, irrespective of the location and distance of the boring equipment for 600mm dia piles including cost of all materials, labour, lead, lift, etc., complete.

Boring and concreting of vertical reinforcement concrete piles 600mm dia upto required depth from ground level by Direct mud circulation method with bentonite powder slurry, concrete grade M 30 using 12-20 MM machine crushed metal using minimum cement content of 400 Kg/m3 and maximum water cement ratio of 0.5 with the admixture of conplast SP 337 @ 300ml per bag of cement and charges for conducting integrity penetration test on single vertical working pile to a depth of 22.5m as per specification including cost of all materials, labours, lead, lift etc. complete (but excluding cost of reinforcement)

Carring out routine load test on single vertical working pile to a load of 100 t as per the testing procedure specified in the tender conditions inclusive of all charges for extension/cutting of piles that may be necessary, erecting, loading platform in the manner acceptable and approved by the Dept. Engineer together with labour & other incidental charges for loading and unloading the test loads and hire and transport charges and all other incidental charges for conducting test including retaining the test load for 24 hours at 100% capacity. Test equipments shall be got tested at contractor's cost and test certificate and calibration chart for pressure gauge prepared to the Engineer before commencing the test. Calibration of pressure gauge must be done before taking up the load test.

Chipping and dismantling of weak concrete from GL to cut off level of pile concrete to meet sound concrete and clearing the dismantled concrete 1km from pile location, etc including cost of all labour charges, tools, lead, lift etc. complete.

Earth work excavating and depositing on bank with initil lead of 10m & initil lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth as directed by the Engineer in charge incluing all labour charges, led, lift, dewatering charges T&Ps etc., complete.

Providing anti-termite protection treatment (Pre-Construction) for the Foundation and flooring by drilling holes of 150mm depth at 300mm C/C and filling the holes with anti termite liquid and refiling the holes with earth compacted by plate compaction as per IS 6313(part-II) including cost of all materials, labour charges, lead, lift, T&Ps, charges for plate compaction etc., complete.

Refilling with excavated earth well -watered and consolidated in layers of not more than 150mm thick in foundation and basement as directed by the Engineer in charge including all Labour charges, Lead, Lift, T&Ps etc., complete.