Replacement of dilapidated existing old pipe lines and related miscellaneous civil works at BARC Hospital, Anushaktinagar, Mumbai.

Amount

Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge

Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead

Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge

Dismantling C.I pipes of following dia in shafts / open piping including taking out the pipes manually, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-charge Note: Scaffolding if provided will be measured and paid under relevant item of this schedule.

75 mm Dia C. I pipe

100 mm Dia C. I pipe

150 mm Dia C. I pipe

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 constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement 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.

'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. In super structure upto 20.00 metre height

Providing REINFORCEMENT FOR REINFORCED CEMENT CONCRETE at all levels including supplying, preparation of bar bending schedules,cutting, bending, transporting, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire all labour charges, cost of cover blocks in specified grade of concrete etc. complete including cost of binding wire as per specifications and drawings. Steel Supplied by the Contractor. Using TMT bars of specified grade all dia bars to be supplied by the contractor confirming to IS:1786 only.

Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge Using 100% SFMC

Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports 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 Super Structure.

Lead charges for Lead of debris beyond 4 KM but upto & including 30 KM outside BARC / Anushaktinagar colony area by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates in respect of this item are applicable for NET Quantities arrived at after making deduction for voids @ 30% in respect of debris from corresponding STACK/TRUCK Measurement.

Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used)

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 fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding

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. Note : Tentative / suggested make for guidance of the bidder(s): M/s TATA make or approved equivalent make for G I Pipe material.

15 mm dia G.I pipe

20 mm dia G.I pipe

25 mm dia G.I pipe

32 mm dia G.I pipe

40 mm dia G.I pipe

50 mm dia G.I pipe

80mm dia G.I pipe

100 mm dia G.I pipe

Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 or Cast Iron hubless pipes confirming to IS 15905 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905

100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905

150 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.20 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905

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 confirming to IS:2062 only. All test reports to be provided along with the supply of the materials. 'Notes : '(1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. '(3) Electrodes manufactured by M/s. ADOR, ESAB, Indian Oxygen and D&H SECHERON or equivalent make shall be used. '(4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC.

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 Project Engineer. Up to and including 300mm Joists, 350mm channels, and below sections Using materials of confirming to IS:2062 only. All test reports to be provided along with the supply of the materials. 'Notes : '(1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. '(3) Electrodes manufactured by M/s. ADOR, ESAB, Indian Oxygen and D&H SECHERON or equivalent make shall be used. '(4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC.

Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge

Providing and fixing hand rail and other ss items using 304 grade Stainless Steel pipes, angles, plates, and misc sections of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for ladder, eps, manhole cover, balcony railing & staircases railing etc. including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge. 'Notes : '(1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. '(3) Electrodes manufactured by M/s. ADOR, ESAB, Indian Oxygen and D&H SECHERON or equivalent make shall be used. '(4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC.

Providing & fixing in position heavy duty butterfly valve with Wafer type, without lugs suitable for clamping between flanges as per ANSI B16.1 etc of approved brand or equivalent conforming to IS:13095 including testing for 10kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification.

For 50 mm dia pipeline

For 80mm dia pipeline

Providing and fixing Anchor fastner 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

Providing white washing with ready mix lime powder of approved make to give an even shade over new work (three coats), including scaffolding as per specifications and as directed by the Engineer-incharge

Providing and painting walls with (TWO coats) of approved shade of high build protective , elastomeric water proof exterior grade paint of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturer's specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge.

Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.

Providing, applying wall painting two coats on old work with premium PLASTIC EMULSION PAINT of approved brand to give an even shade with a coat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Labour charges for laying at site the old G.I. pipeline available at site including cost of ISI marks fitting of appropriate size of G.I. pipeline i.e elbow, bend, tee, union etc., cleaning of pipeline, threading, jointing including cost all consumables, tools and tackles etc. and final testing of pipeline for 10 kg/cm2 water pressure etc. as per direction of Engineer incharge.

Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of approved make of the following capacities with suitable S. M. C cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge

HDPE CYLINDRICAL vertical storage water tank 1000 lit capacity

HDPE CYLINDRICAL vertical storage water tank 1500 lit capacity

Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-in-charge

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix cement plastered on both sides with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 230 mm diameter

Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design 150 x 100 mm size gully trap "P" type

Supply of manpower for carrying out shifting and re-arragement works of furnitures, equipmets, instruments etc. with necessary safety precautions, tools etc. and also seasonable departmental work alloted by the Engineer -in -charge . Note :- Personal protective equipmets for labours shall be arranged by contractor at his own cost.By using Un-Skilled Manpower. Deployment: The contractor shall deploy un-skilled worker 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.

Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge.

Supplying and fixing of pad lock 6 leaver with 3 nos keys as directed by the Engineer in charge.

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. 110 mm dia UPVC Pipes

Core cutting in RCC as directed by the Engineer in charge.

Core cutting in RCC beyond 50 mm up to and including 100 mm Dia

Core cutting in RCC beyond 150 mm up to and including 200 mm Dia

Comprehensive Annual maintenance for Automatic sensomatic sliding door in Operation Theatre area. The preventive maintenance of the door should be taken Four Times in a year (one preventive maintenance in every 3 months). The item includes all type of cost for motor, controller, photocells, Magic Switch, Foot switch, gaskets, handles, pulleys, runner wheels, guide rollers, teeth belt & all type of consumables etc. and labour charges for entire contract period. The rate will be for 1 operataion in three month. Note : The Items viz. all Aesthetic Parts like Door Blade, Glass Vision , Track & Wall frames are not covered in this maintenance.

Cleaning of rcc over head tank as per the following process 1) dewaternig tank with submersible pump /or with suitable arrangement, de silting and removal of left over dirty water upto a depth of 100to 150mm in the bottom. 2) The sludge shall be removed by special sludge pump .sludge sucker should be a part of high pressure systeem which sucks the sludge and remove the same out of tank .3) The walls and celling shall be clean with mechanise high pressure jet machines by rotary jet systeem at 100-150 bar pressure (150kg/Sq.C.M) which should desolodge the layer of dirt alge,fungus ,stuck on its surface. 4) scurbbing machine shall be used for old stains along with cleaning chemical if required. 5) The floor of the dirty tank should be throughly cleaned by jet cleaner to removed all the accumulated dirt and remaing sludge should than be removed by the sludge pump. 6. The dirt silt and other foreign material should further be removed by Industrial Vaccum Cleaners having Max Power of 1200 W. with suitable heavy duty rugged Motor. The equipment must handle solid particles as well to make the floor totally dirt free. '7. Subsequently, Anti-Bacterial chemicals (NON TOXIC, BIO DEGRADABLE, ECO FRIENDLY) shall be sprayed/applied to ensure total sterilization of tank from the inside. '8. Finally, the Inside of the tank should be treated with ultraviolet Radiator to eliminate further floating bacteria/virus in order to make the tank totally clean, bacteria free and safe for storage of drinking water. All the above operations should be executed by trained workers and technicians, properly dressed along with gum boots, to work as per the direction of Engineer in charge. All safety Gadgets like Safety Belts, Special Safety Ladder, Helmets, Heavy Duty Gum Boots, Electric Safety Gloves and Special Working Gloves, Safety Goggles, Masks, Aprons, ventilator fans shall be used for safety reasons. All works shall be carried out as per the directions of the EIC complete. Notes : 1. The quoted rate shall include the cost of obtaining water connections for cleaning, drain lines,storage and Cleaning equipments like Scrubbers/Wipers, Storage drums, Sludge Collectors and Cisterns, and all tools tackles and other equipment’s including safe & proper disposal of sludge and waste water. 2. Rate shall include cost of writing date of cleaning with paint using stencils after removing the old date(if any) by painting, all complete.

Testing of Water Sample periodically after cleaning the tanks for “Potable Water Quality & Bacteriological Contamination (IS:10500)” as directed by the EIC.

Chemical Test Parameters

Bacteriological Test Parameters

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 ingredient ratio at batching 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 brickwork, plaster, flooring & waterproofing works and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1) Each Job shall be carried out by one qualified Degree holder Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University / Autonomous Govt. / Govt. recognized recognized Polytechnic/ Institute. (2) Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the Engineer will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,915/- per day of shortfall in notice period will be levied on the contractor.

Carrying out Data Entry operations and assisting departmental Officer / Engineers, preparation of monthly and quarterly statements, dispatching and delivering documents/file movement and maintaining registers and documents, checking/preparation of agreements etc. as instructed by Engineer-In-charge. Notes: (1) Qualification: Each job shall be carried out by one data entry operator having minimum HSC pass (12th Standard) with complete knowedge of computer (like MS office, etc.) and should also be well conversant in English and Hindi language. (2) Deployment : The contractor shall deploy one Data entry operator for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. (3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Data entry operator exclusively for the particular job. (5) The Data entry operator should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Data entry operator will report to BARC Engineer/ EIC. (6) The minimum notice period before change of Data entry operator is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,276/- per day of shortfall in notice period will be levied on the contractor.

SUNIL CONSTRUCTION

M/S A.M CONSTRUCTIONS