Tender For Job Work For Construction Of Steel Molasses Tank 60000.00 Qtls. Capacity - Earth work 2 Earth work in excavation by mechanical means (Hydraulic) excavator)/manual means foundation trenches or drains (not exceeding 1.5 m in wisth or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, for all lift up to 1.5 m. including getting out the…..50M All kinds of soil. 3 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil 4 Surface dressing of the ground including removing vegitation and ineqalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50m and lift up upto 1.5 m for all kind of soil 5 Supply and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete. 6 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 7 DISMENTLING ITEMS 8 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer in-charge. 9 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer in-charge. 10 P.C.C. / RCC Work 11 Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering – All work up to plinth level 1:4:8( 1cement :4coarse sand (zone-III)derived from natural sources: 8 graded stone aggregate 40mm nominal size derived from natural sources) 12 Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering – All work up to plinth level 1:3:6( 1cement :3coarse sand (zone-III)derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) 13 Providing and laying in position ready mixed or site batching design mix cement concrete for plain / Reinforcement cement concrete work; using coarse aggregate and fine aggregate of good quality,Ordinary Portland cement 43 grade ,admixture in recommended proportions as per IS:9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying ,curing carriage for all leads ;but excluding the cost of centering ,shuttering and finishing as per direction of engineer in charge ;for the following grade of concrete . 14 All works upto pinth level 15 Concrete of M-25 grade with minimum cement content of 350 kg /cum or As per design report which will be higher. 16 All Works above plinth and upto floor V level 17 Concrete of M-25 grade with minimum cement content of 350 kg /cum or As per design report which will be higher. 18 Centering&shuttering includding strutting,propping etc.and removal of form work for foudations footings etc. 19 Centering & shuttering includding strutting,propping etc.and removal of form workfor coloumns, lintals, beams, walls, Slab, girders, bressumers and cantilevers slab with proof ply 12mm thick. All works above plinth and upto floor V level 20 BRICK WORK 21 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 22 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 23 Plaster Work And pointing work 24 12mm plaster of mix 1:4 (1cement:4 coarse) inside of the building up to any height including the necessary scaffolding etc. 25 12mm Cement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement. 26 Construction of granular sub base by base by providing close graded material conforming to grade iii (size range 53mmto0.75mm)having CBR value-25,mixing in a mechanical mix plant at omc,carriage of mixed material by tipper to work site,for all leads & lifts,spreading in uniform layers of specfied thicknss with motor grderon prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per soecificationand direction of the Engg-in-charge. 27 Steel work 28 Fabrication and errection of mild steel ,plain steel,structural steel work of heavy size such as trusses,purlings,base plates ,insert plates ,gadget plates ,packing plates ,angle cross,noising angles,anchor bolts ,tie rods and roof work of M.S plates as per drawing supplied including hosing ,welding as required drilling holes ,including cost of approved electrods, gas for cutting and hire charges all T&P etc. such as electrical welding ,machine, vinches chain pully block drill machines steel wire /manila ropes etc , including all labour required for proper complete of the work excluding supply of steel but including one coat of approved red oxide ,metal priemer .structural steel shallbe supplied free of cost. ( Only Esab or Ador electrodes to used) 29 Mild steelor iron and plain work such as reinforced cocrete or reinforced brick workwrought to required shape asnecessary excluding bending for proper competion of th work and including supply f steel its wastage bend hooks and authorised overlapping shall be measured.(only labour rates) Thermo - Mechanically treated bars of grade Fe - 500 or more 30 Mild steel or Iron work of small size and section such as holding down Anchor bolts,hold fast,tie rods grattings etc. 31 Painting work 32 Exterior Painting with one coat of primer and two coat of ready mix Aluminium paint. 33 Internal Painting with Appoxy paint of approved quality in one coat of primer and 02 coat of Appoxy paint including cost of all material labour T&P etc. 34 Pile work 35 Boring with hydraulic pilling rigs with power unit,providing and installing cast in situ single under reamed piles of specified dia metre and length below pile cap in M-25 cement concrete ,to carry a safe working load not less than specifed,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the piles to be embedded in pile cap etc.all complete .(length of pile for payment shall be measured upto to the bottom of pile cap). 450mm dia piles 36 Vetrical load testing of piles in accordance with IS -2911 (Part-4) including installation of loading platform by kentledge/anchor piles method prepartion of pile head or construction of test cap and dismentling of last cap after test etc. complete as per specification & the direction of engg-in-charge.Notes-1 initial and routine load test shall not be carried out by dynamic method of testing.notes-2 testing agency shall submit the desgin of loading plateform for approval of engg-in-charge.single pile upto 30 tonne safe capacity.routine test (test load 1.5 times of the safe capacity) 37 Miscellaneous Work 38 Providing and laying 50 mm thick compacted fine gravel and Sand mixed in hot Ashfalt 80/100 grade 8 to 10% by volume and rolledbelow steel tanks 39 Providing and laying Non Shrink Grouting material like foscrock,Sika etc.
