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| 1 | 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. |
| 2 | Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 M lead as per direction of Engineer-in-charge. |
| 3 | Raking out joints in brick work / RR masonry work incement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 200 metres lead |
| 4 | 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. |
| 5 | Dismantling steel work in single sections including dismantling and stacking within 100 m leadIn R.S Joists,Angles etc. |
| 6 | Dismantling barbed wire / flexible wire rope in fencing including making rolls and stacking within 100 m lead |
| 7 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete andas directed by the Engineer-in-charge(a) From 0.00 to 1.50 m depth from Average Ground Level |
| 8 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete andas directed by the Engineer-in-charge(a) From 1.50 to 3.00 m depth from Average Ground Level |
| 9 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rockincluding shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sidesetc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. (a) From 0.00 to 1.50 m depth from Average Ground Level |
| 10 | Earth work excavation in foundationin Hard Rockby Chiselling and / or by mechanical means (Hydraulic excavator)/ Manual means including dewatering if necessary, dressing the sides, ramming the bottom,and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge.(a) From 0.00 to 1.50 m depth from Average Ground Level |
| 11 | Providing and laying in position cement concrete of 1:3:6 (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. |
| 12 | 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 drawingsbut excluding the cost of Formworkshuttering, centering and steel reinforcement at all Levels. |
| 13 | Providing Structural steel work using angles, channels, joists and other sections, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawingsand as directed by theEngineer in charge |
| 14 | Up to and including 300 mm Joists, 350 mm channels, and below sections Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same. 2)Welding weights, connections, bolts and nutsshall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.3)All holes will be made by drilling only.Gascutting of holes will not be permitted. |
| 15 | Providing Structural steel work in M.S Plain Plates and chequrred Platesfor Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc.including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 16 | Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same. 2)Welding weights, connections, bolts and nutsshall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.3)All holes will be made by drilling only.Gascutting of holes will not be permitted. |
| 17 | Extra for galvanizingminimum80 micron thickgalvanised coating on structural steel work including all charges etc.as directed by the Engineer-in-charge. |
| 18 | Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingup to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 19 | Providing Raised and cutpointing on stone with cement mortar 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge. |
| 20 | 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 required complete as per direction of Engineer-in-charge. |
| 21 | Providing and fixing SS-304 grade crimpnet mesh of size 25mm x 25mm and wire diameter upto 3mm on existing structural steel membersby using SS-304 grade flats/angles etc including all welding,SS bolting, buffing etc. complete at all levels and locations as directed by the Engineer-in Charge complete |
| 22 | Stainless steel Barbed wires using SSl 304 Grade over RCC post/ M.S anglesplaced at required distance, using Stainless steel 304 Grade\" J\"hook orbinding 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 in weight for total length of barbed wire used only. |
| 23 | WithStainless steel 304 grade barbed wire 12 swg ( 2.50mm 2 ply line wire & barbs with 2.50 mm thick wires. Complete as per IS 1278. |
| 24 | Providing and fixingSS concertinacoil of600/610mm dia.made from 304 grade Stainless steelwith 2.50/2.60 mm SS wireand barb sheet of 0.5 mm thickness (Fish Hook Razor), SS stripbarb width of 31mmand each barb length of 60 mmand uniform gap between sharp barbs is 100 mm ,50 spiralsstretching the coil to 6 m with approximate weight 9-10 Kg per coil( No of SS clips percoil is 125 and no of SS clips per Spiral pair is 5 nos), fixing the coil with clips between \"Y\" armed and MS angle posts / RCC post 2.50 -3.00 m high from ground level, including supplying and fixing suitableclips etc. complete as per manufacturer\"s specification and as directed by the Engineer-in-charge.Note: Bidder shall obtain approval of Engineer in charge before procurement of materials with necessary test certificates. |
| 25 | Supplying unskilled / semi skilled /Skilled man power along with necessary tools, machines etc. as and when decided by Engineer-in-charge to work for eight hours (excluding lunch Hours ) per day to carry out the departmental workallotted by Engineer-in-charge. |
| 26 | Un-Skilled |
| 27 | Semi-Skilled |
| 28 | Skilled |
| 29 | Providing and constructing Brickwork in cement mortar 1:4using crushed sand withFlyash / FlyashLime brickswith 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. |
| 30 | Providing and constructing Brickwork in cement mortar1:4 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including FloorIILevel including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. |
| 31 | Providing , centering ,shuttering Form work using PVC film facedplywood 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 |
| 32 | For Sub Structure |
| 33 | For Super Structure |
| 34 | 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 coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor |
| 35 | Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractorof approved equivalent quality/ product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials. |
| 36 | Providing and laying in position Reinforced CementConcrete (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 |
| 37 | up to Plinth Level. |
| 38 | from plinth level up to20.00 metre height |
| 39 | Extra for RCC and PCC UsingReady Mix Concrete from outside project area including transporting andpumping from approved batching plants . |
| 40 | Supplying, stacking and laying of 230 mm thickrubble soling stones as under floor baseincluding 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 |
| 41 | Murum fillingunder floors of specifiedthickness in layers ofnot more than 150 mm thickness including supplying required materials andconsolidation etc. complete (Murrum to be brought from out side BARC campus) |
| 42 | 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 |
| 43 | Providing and grouting the joints of rubblestone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge |
| 44 | Providing and injecting non shrink grout of approved make including mixing , pouring, curing as per manufacturer specifications, including scaffolding shuttering etc complete all as per specifications and as directed by Engineer in charge |
| 45 | Removing/dismantling chain link mesh from the existing chain link fencing including providing necessary scaffolding, removing C.I. hooks, nuts, bolts, washers, fixing rods etc. making into rolls, transporting the dismantled materials to the Divisional stores & stacking as per direction of Engineer-in-Charge |
| 46 | Conducting survey for land and water body using Total Station and other suitable instrument including apex to apex traverse showing all salient features like permanent structures, roads, culverts, nalla, HT lines, telephones, sewer lines, marking trees nos and list of trees, girth type of tree etc. and establishing true North at site as directed by the Engineer and preparation of drawing etc. complete. The fixing of traverse to be done with total station and plane table with conventional method. Taking levels at every 5m c/c grid in the given area and plotting of contours at 0.5 m intervals. Taking invert levels of the existing drains along the length of the drain culvert, inlets, outlets etc complete at 10m interval including rain water, sewer line, chambers and septic tanks and submit a separate drawing for the same showing the top and invert levels and as directed by Engineer in charge. |
| 47 | Shifting of bench mark values from given GTS bench mark location shown by Engineer-in charge to proposed survey location establishing bench mark at site on pedestal, punched on MS Plate etc. Complete. |
| 48 | Providing and laying non pressure NP2 classRCC 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. |
| 49 | 300 mm Dia RCC Hume pipe class Np2 |
| 50 | 450 mm Dia RCC Hume pipe class Np2 |
| 51 | Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specialsconforming to relevant ISincluding jointing with seal ring / With PVC solvent adhesive including fixing in walls usingclampsetc completeall as per drawings, specifications and as directed by the Engineer-in-charge |
| 52 | SWR PIPE 110 mm O/D |
| 53 | Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU coating as finishing coat over a priming coat, 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 |
| 54 | Removing white or colour wash, distemper, external paint by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete all as directed at site including scaffolding, cleaning of the areas. |
| 55 | Providing, applying one coat ofprimer with ready mixed red oxideprimer of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 56 | Providing and applying 2 or more coat of aluminium paint of approved brand on the steel surface including scaffolding complete all as per specifications and as directed by Project Engineer |
| 57 | Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth)in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth leveland up to and including 20 m heightincluding scaffolding, curing etc. complete as per drawings and specifications. |
| 58 | Providing & supplying of Pick-up Van / Utility Van for various areas for the requirements arising from time to time inside and outside BARC. The Pick-up Van / Utility Van of five seaters capacity with the back side provision for transporting/ shifting of various construction / maintenance materials, machinaries and tools etc. and for other works including Driver as assigned and as directed by Engineer-in-Charge. (8Hrs. a day or 60 km max as per certification of Engineer-in-Charge). Conditions: 1. The above rates shall be inclusive of cost of supply of Pick-up Van / Utility Van, Fuel, wages of Drivers and other consumables etc. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the pick up van is parked inside the BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4. Break Down Hours as per actuals and Lunch break (30 min.) timings shall not be considered for payment. 5. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 6. BARC being a strategic Organisation, the driver should have good credentials and shall have valid PVC, driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The make and model of the vehicle should be of not more than 8 years old, roadworthy all valid documents. 8. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with tyres of good condition. 9. 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. 10. The vehicle should be transport vehicle and preferably in white colour with a board \"ON GOVERNMENT OF INDIA DUTY\". 11. The cost of POL, maintenance of vehicle including replacement of parts, wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability towards usage of the vehicle. 12. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor. 13. Rate to be quoted by the bidder should be inclusive of all taxes, duties, CESS, fee, royalty charges etc. levied under any statute but exclusive of GST. 14. The 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 the driver while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 16. No revision of price shall be entertained during the period of contract. 17. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 18. In case of absence of Driver/vehicle for entire week, a penalty of Rs. 3000 /- will be imposed for that week. |
| 59 | Providing and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) including consolidation, finishing, curing etc. complete as per specifications and drawingsbut excluding the cost of Form work shuttering, centering complete at all levels |
