Construction of new RCC storm water drain no. 18A, box culverts etc. behind Mod Labs area up to Sea training and repairs of other drains inside BARC premises, Trombay, Mumbai-400085

Amount

Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge.

Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead for Bituminous Road.

Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately including cutting reinforcement bars all as directed at site.

Extra for cutting of reinforcement in RCC, stacking the same and returning the steel scrap to the departmental stores all as per direction of Engineer-in-charge.

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 to 3.00 m depth

From 3.00 to 4.50 m depth

From 1.5 to 3.00 m depth

From 3.00 to 4.50 m depth

From 1.5 to 3.00 m depth

From 3.00 to 4.50 m depth

Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge

Providing and laying in position cement concrete of 1:3:6 /M-10 with minimum cement content 220 Kg/Cum (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.

Extra for RCC all grades in super structure up to 20.00 metre height

Extra for RCC/PCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .Note:- (i) In view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based super plasticizers) shall be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete.

Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels

For Sub Structure

For Super Structure

Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractor of approved equivalent quality/ product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge . Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved manufacturers or of approved equivalent quality/ product meeting technical parameters. All test reports to be provided along with the supply of the materials

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials of approved manufacturers or of approved equivalent quality/ product meeting technical parameters. All test reports to be provided along with the supply of the materials. Important Notes for Item No. 15 & 16 : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 2. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes manufactured by M/s. Advani Oerlicon / ESAB India & D& H of specified suitable grade only shall be used. 4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc.

Providing and Fixing Hilti Anchor HST stud type including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings and as directed by EIC. HST stud type M-12X115 mm long

Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc for Soil.Note: The rate in respect of Item No 18 is applicable for NET Quantity arrived at after making deduction for voids @ 20% in respect of soil from corresponding STACK / TRUCK Measurement.

Providing and fixing in position 25 mm thick Joint filler board of approved make in expansion joints to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Engineer in charge.

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.

Providing and constructing Brickwork in cement mortar 1:6 using crushed sand with Flyash / Flyash Lime bricks with minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing and constructing brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ Sq.cm strength of approved make and size in super structure above plinth up to and including Floor II level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge

Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of EPILUX-13 High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces

Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC)

Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.

250 mm Dia RCC Hume pipe class Np2

300 mm Dia RCC Hume pipe class Np2

600 mm Dia RCC Hume pipe class Np2

900 mm Dia RCC Hume pipe class Np2

Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.

90 mm dia UPVC Pipes

Supplying man power along with necessary pans, spades, shovels pickaxe, punjas, ropes, small special spade, raincoats, safety shoes, etc. minimum two number of labour per day upto maximum any number of labour as and when decided by Project Engineer to work for eight hours per day or monsoon period to carry out the cleaning of choked drains grating grills/hume pipes /footpath by removing the dry leaves, silt etc. and also carry out seasonable departmental work allotted by Project Engineer from time to time.

Providing, supplying "JCB" loader cum excavator, Dumpers including operator and helper for executing the work like excavation, grading, levelling, debris cleaning and other works all as directed by Project Engineer " As and whenever required"

Providing and supplying of Dumper for the collection and transportation of scrap items, unserviceable equipments , furniture,debris,garbage at various location inside BARC Trombay, Mumbai as instructed by Engineer in charge.

Providing and supplying Hydra crane 08 MT capacity for the collection and transportation of scrap items, unserviceable equipments, from various location inside BARC Trombay Mumbai. Notes:1. The rates of item No 29,30,and 31 shall be inclusive of machine, Fuel, Operator, Driver, Helper and other consumables etc. The contractor is required to engage skilled driver / Operator possessing valid driving license (Preferably professional). 2. The make and model of the vehicle should be less than 8 Years old, roadworthy with all valid documents.3. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 4. The cost of POL, maintenance of vehicle including replacement of parts, fuel, etc., wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by contractor and BARC shall have no liability towards usage of the vehicle. 5. The rates are inclusive of all taxes if any, including Goods & Service taxes (GST). 6. In and exit time at North gate/south gate of BARC shall be strictly considered for billing / measurements / payments. Log book duly countersigned by Engineer InCharge to be maintained. 7. Breakdown hours and lunch break timing shall not be considered for the payments. 8. Fraction of hours shall be rounded off to nearest half an hour at time of preparing the bill. 9. BARC being a strategic Organisation, all the operators, drivers should have good credentials and shall have valid Police Verification Certificate, Driving licenses and address proof. They should be in a position to understand Hindi / English. 10. Cost of damages to any Government movable/ immovable property in and around the site shall be entirely borne by the contractor. 11. Required number of Manpower shall be provided as per the instructions/ Duty slip. 12. The contractor shall follow all security rules & regulations of BARC issued from time to time and no claim, whatsoever, will be entertained in this regard. 13. The driver and the labourers shall work as per the instructions given by the departmental Officers. 14. Advance intimation will be given to the contractor about the requirement. 15. The Trucks along with laboureres should report at North Gate, BARC at 08:30 Hrs. 16. The normal working duty of the truck/hydra/JCB/dumper/manpower will be 08 hours excluding half hour lunch break, work done for more than 8 hours will be calculated on pro-rata basis for each shift. 17. The contractor shall take the signature of the departmental authorities on duty completion slip daily after completion of the work. 18. The successful contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to contractor persons while executing the job. 19. The contractor shall follow minimum wages act and other rules of Government of Maharashtra.20. Hydra operator shall have valid "license" and new metallic lifting slings.

Forming vertical piles including shifting of plant at site i.e. one pile to another pile including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique with Rotary Drilling method / Augur Piling method , including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm and river sand only, Using approved portland cement with a minimum cement content of 400 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified.The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, makingand levelling the ground for working platforms/ piling, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete.

500 mm dia piles M 35 Grade Concrete in ordinary soils, murrum, soft rock and occasionally Hard Rock Boulders.

500 mm dia piles M 35 Grade Concrete in Hard Rock /weathered rock.

Empty boring measured from working ground level to cut off level of piles - 500 mm dia piles.

Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge

Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make. 100 mm dia G.I pipe

Providing and injecting approved non shrink cementitious grout in proportion recommended by the manufacturer into cracks/holes/gaps/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-charge. Note: The measurement will be made on the basis of actual weight of approved grout powder utilized for grouting.

Carrying out Civil Engineering works like surveying & leveling,checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredients ratio plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and its application in brickwork, plaster, flooring & waterproofing works and other finishing works as per BARC specifications and relevant documentation, compiling, binding and preparation of tender documents and argeements keeping all data in computer as data entry operator, overall as directed by Engineer-in-charge. Note : (1) Each Job shall be carried out by one qualified Technician having minimum HSC/ SSC or Trade Certificate in the Masonry/Plumber/ Carpenter /Painter Trade of not less than One year duration from ITI/ /Govt. recognized Vocational Training Institute. (2) Deployment: The contractor shall deploy one Technician for each job for 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. (3) Period of work: The contractor shall carry out the Jobs per day for the period as mentioned in NIT. Measurement will be per job basis.

ANUBHAV ENGINEERING COMPANY

vikas construction

lalit constructions