Area development work, repairing of roads, drains, footpath, fencing and other miscellaneous civil works at BARC Hospital premises, Anushaktinagar, Mumbai.

Amount

Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead

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

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

Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge

Providing and laying in position reinforcement cement concrete (RCC) of grade M30 using 20mm maximum agreggate and crushed sand of approved quality including admixture of approved brand and quality (plasticiser and superplasticiser) 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 specification upto plinth level .

Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .

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

Providing and constructing brick work in Cement mortar using standard bricks of approved class/ quality, make or brand in foundation and plinth including curing, raking out joints, simultaneous pointing below plinth level if specified, complete as per drawings, specifications and as directed by the Engineer-in-charge.- Brick work in C.M 1:4 using crushed sand.

Supplying, stacking and laying of 230/150 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, murram etc. complete all as per specifications 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.

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

Providing Raised and cut pointing on stone with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge.

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 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 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) Edges of plates shall be grinded to uniform smooth finish. '(4) Full length welding shall be carried out as directed by the EIC. Note: Welding Electrodes to be used of Approved make.

Providing, supplying "JCB" loader cum excavator, 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. Notes: 1.The rate of this item 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 vehicie. 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 you and BARC shall have no liability towards usage of the vehicle. 5.The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). 6. In and exit time at BARC Hospital site / North gate/south gate of BARC shall be strictly considered for billing / measurements / payments. Log book duly countersigned by Engineer-in-Charge 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 PVC , Driving licenses and address proof. They should be in a position to understand Hindi / English. 10. Cost of damages to any Goverment 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 BARC Hospital site / 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 claculated on pro-rata basis for each shift.

Providing and supplying of Dumper for the collection and transportation of scrap items, unserviceable equipments, furniture, debris, garbage at various location inside Anushaktinagar Mumbai all as directed by Engineer in charge as and when required. Notes: 1.The rate of this item 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 vehicie. 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 you and BARC shall have no liability towards usage of the vehicle. 5.The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). 6. In and exit time at BARC Hospital site / North gate/south gate of BARC shall be strictly considered for billing / measurements / payments. Log book duly countersigned by Engineer-in-Charge 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 PVC , Driving licenses and address proof. They should be in a position to understand Hindi / English. 10. Cost of damages to any Goverment 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 BARC Hospital site / 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 claculated on pro-rata basis for each shift.

CARRYING OUT MANUAL MISC. CARPENTRY / PLUMBING / CIVIL / MASONRY JOBS like minor repairs, fixing fitting and fixtures etc. as and when required and as directed by the Engineer-in-charge Note: 1. Labours shall bring necessary carpentary / plumbing tools, minimum materials such as washher, taflon tape, rawlpludge, screws, clips etc. 2) Payment shall be made as per the Log book duly approved by the Enginner in charge. 3) Contrator shall arrange necessary Police Verification Certificate for the workers engaged for thess work. 4) The contractor shall deploy one skilled, semiskilled or unskilled person for each job for 8 1/2 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.

UNSKILLED CARPENTERY/PLUMBING/MASONRY JOB / WORKS with valid Police Verification Certificate for entire contract period.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing, grating, plates sign boards etc. including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge

LEAD CHARGES FOR LEAD OF DEBRIS by mechanical transport including loading, unloading, stacking / levelling etc. Notes : 1. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement. 2. Finding authorised ground for disposing debries, transporting of debries at disposal ground, disposing, stacking, leveling & statutory charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Truck Load.

Debris Beyond 4 Km but up to and including 5 Km.

Debris Beyond 5 Km for every 1KM or part thereof

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 High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer's 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 manufacturer's 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.

Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, murram, screening, grit and labour required

Bituminous Portion

Water Bound Macadam

Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cms depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m

Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.)

Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.)

Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm

Providing and applying tack coat using hot straight run bituumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm

Providing and laying seal coat average 9.00 mm thickness of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 60/70 (VG 20) bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete.

Cement concrete 1:2:4 (1 cement : 2 CRUSHED sand : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to requried slope and camber in panels as required including consolidation inishing and tamping complete

Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with spcified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the requied level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of 60/70 grade (VG 20) @ 3.5% (percentage by weight of total mix)

Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade 60/70 (VG 20) @ 7% (percentage by weight of total mix)

Painting road surface marking with Thermoplastic paint hot applied to give uniform finish with Glass beeds / power Topping, on bituminous surface in white / yellow shade including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc complete as directed by the Engineer-in-charge

Thermoplastic paint on bitumen sufaces

Thermoplastic paint on concrete sufaces including primer

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 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 laying chequered / patterned tiles 400 X 400 X 35 mm thick of approved make including levelling, curing, finisihing and cleaning etc. complete to obtain required finish complete on 20 mm thick bed of cement mortar 1:4 (using crushed sand) complete. as per specifications and as directed by the Engineer-in-charge

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

Providing and grouting the joints of rubble stone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge

Providing and fixing dry stone pitching 22.5 cm thick laid in required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete as directed by the Engineer-in-charge

Labour charges for dry stone pitching 22.5 cm thick by using good soling stones available at site, preparing the surface complete

Fencing with RCC post placed at required distance, embedded in cement concrete blocks every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire 9.38 kg per 100 metres (min) between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post etc. complete as directed by the Engineer-in-charge. (cost of RCC posts, struts, earth work and concrete to be paid for separetely) : Payment to be made per metre cost of total length of barbed wire used ------- With G.I. barbed wire 12 swg

Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge.

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.

150 mm Dia RCC Hume pipe class Np2

250 mm Dia RCC Hume pipe class Np2

REMOVING AND RELAYING 60mm THICK CEMENT CONCRETE INTERLOCKING PAVER BLOCK with 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

Providing U3 finish for rendering smooth top of the suspended floors ,landings and staircases (treads and risers) with C.M 1:2 (using Crushed sand) including a floating coat of neat cement and protecting the surface subsequent cleaning of the same all as per specifications and as directed by the Engineer-in-charge at all levels

vikas construction (BID ID -3286649)

arvindinfraprojects (BID ID -3285321)