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Tender For corrigendum : camc of qty twenty four machineries and ndt equipments at component repair shop - upstroke hydraulic press with hyd tank and motor pt no indimech hydraulic press sl no 7193 , extruder with machine pt no indimech extruder sl no nayg crs ewm 01 , rubber mixing machine pt no indexpell rubber mixer sl no nayg crs rmm 02 , stand for test acceptance of air system unit pt no c 3757 ue 82 sl no 01 , stand for test gen purpose hydraulic rig pt no c 3390ue 82 sl no 02 , stand for test fuel rig pt no c 3869mue 82 sl no 03 , hydraulic callibration set pt no 63b 0001na sl no 512 , pneumatic calibration set pt no 63b 0001na sl no 513 , climatic chamber minus 40 degree to 20 degree pt no climatic chember minus 40 deg sl no nayg crs cc 03 , charging unit of fire extinguisher system pt no zssp sl no 1 , sonic bond master 1000 multimode with accessories pt no 9020342 reve sl no 1000c12465079107 , ultrasonic plant pt no uzu 2 kor u sl no 169 , ultrasonic filter cleaning rig pt no uc 500w sl no 10541 , magnetic particle flaw detector pt no ferro test gwh 15 sl no 1548752 , bond testing flaw detector pt no bond master 600 sl no 60002161046 , ultrasonic flaw detector pt no epoch 650 sl no 160164102 , eddy current flaw detector pt no nortech 600 sl no 60002161072 , ultrasonic thickness meter pt no 38 dl plus sl no 161265703 , high pressure compressor pt no revell tc3 1 by 2 mk 7 compressor sl no nayg crs hpc 04 , electronic weighing machine capacity 300 kgs pt no ds 415 sl no g415028098 , oven rane 0 degree celceius to minus 300 degree celceius pt no oven 330 deg sl no nayg crs oven 05 , tu hydraulic trolley tu0014 sl no 001 , installation set for checking and pressing hp vessels pt no upos 1 sl no 28 1018107 1 , halon gas filling system pt no jj 2023 point 02 sl no lf 57
Tender For gsb wbm work ward no. 26 to 55, dausa. - providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion., grading - iii material, coarse graded granular sub-base material 53 mm to 26 .5mm, carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m., construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km), random rubble masonry with hard stone in foundation and plinth : cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)drain work, providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level :1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)., providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is: 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer. note : e/w to be measured and paid separately. length of pipe shall be measured in between the outer wall of two manholes / inspection chambers. pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., 450 mm internal diameter, 600 mm internal diameter, hydraulic excavator of 1 cum bucket (with deasel, driver & helper)
Tender For gsb & wbm work ward no. 26 to 55, dausa.-, providing, laying, spreading and compacting of granular sub-base by providing close graded maternal (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by max in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion, , grading-iii maternal, , coarse graded granular sub-base material 53 mm to 26.5mm, , carriage of materials (by mechanical means) stone, boulders, gravelly material 5 km, , dressing of earth work in surface excavation including cutting and filling upto 30cm depth mcluding disposal of excavated earth upto som and lift upto 15 m, , construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305 (lead taken upto 5 km), , random rubble masonry with hard stone in foundation and plinth cement mortar 16 (1 cement 6 coarse sand), , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 124 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), , drain work, , providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level, , 148 (1 cement 4 fine/coarse sand 8 graded stone aggregate 40 mm nominal size), , providing at site, lowering & laying in trenches, aligning & jointing of rcc pipes np3 class (with s/s ends) is. 458-1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with rubber gaskets (epdm/sbr) for sewer lines as per is 5382 (including cost of rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by engineer note e/w to be measured and paid separately length of pipe shall be measured in between the outer wall of two manholes /inspection chambers. pipe in the manhole/inspection chamber's wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable., , 450 mm internal diameter, , 600 mm internal diameter, , hydraulic excavator of i cum bucket (with deasel, driver & helper)