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| 1 | 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 and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from average ground level. |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. 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. From 1.50 to 3.00 m depth from average ground level. |
| 3 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanicalmeans (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. From 1.50 to 3.00 m depth from average ground level |
| 4 | Earth work excavation in Hard Rock (Without Blasting) by 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. From 3.00 to 4.50 m depth from average ground level |
| 5 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.Note :Note: The rates in respect of Item Nos 1 to 4 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement. |
| 6 | Soil |
| 7 | Rock |
| 8 | 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.230mm With outside material |
| 9 | 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 andsteel reinforcement at all Levels |
| 10 | 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. Minimum Cement Content shall be 400 Kg/CuM |
| 11 | 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 |
| 12 | Sub Structure |
| 13 | For Super Structure |
| 14 | 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.Steel supplied by the contractor Upto and including 32mm dia reinforcement: Using TMT bars of specified grades. TMT bars to be supplied by vendors as per Approved Vendor list of BARC using virgin materials. Steel supplied by the contractor - Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL, JSW or TATA make. Note: The reinforcement shall be as per IS Code - 3370 |
| 15 | Providing patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:2:4 bedding finished with Rough Shahbad stone of about 20 mm thick, well pointed in the joints with cement and approved make waterproofing compound as per manufacturer\"s specification and continuing the treatment after completion of floor slab & side walls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-in-charge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls. 1.1 From 0.00 to 6.0 m depth using river sand / crushed sand.Note: The cost of 1:2:4 is not included in this item and is to be catered for separatelyA working space of about 600 mm shall have to be provided in the excavation separately for thetreatment of exterior faces of wallsThe water proofing treatment is to be Guaranteed for borne dry condition for a period of 10 yearsThe measurement for payment shall be as per actual area covered by the treatment |
| 16 | Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth and upto floor II in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge Brickwork in super structure with standard bricks in C.M 1:4 using crushed Sand |
| 17 | Providing 12 mm thick Internal plastering in cement mortar 1:4 without cement punning (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete. |
| 18 | Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer\"s specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in-charge |
| 19 | Providing and Painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces ,etc., including a coat of approved cement primer.as per manufacturer\"s specifications and as directed by the Engineer-in-charge. |
| 20 | Providing, painting, finishing walls with two coats of anti-algae, weather proof acrylic smooth emulsion paint of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaces of required shade over new work over a base coat of exterior cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 21 | 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. |
| 22 | Providing, applying one coat of primer with ready mixed red oxide primer 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 |
| 23 | Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat. Including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 24 | Providing and laying 50 mm thick cement concrete flooring with concrete hardener topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardener, cement being mixed with metallic floor hardener of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardener) by weight and this cement hardener compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip, This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings |
| 25 | Providing, supplying and fixing hollow metal flush steel doors 40 mm thick of approved make consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffeners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing, fire tested stainless steel butt hinges of size 100 x 75 x 3.00 mm (heavy weight) of approved make with suitable stainless steel screws, mortise / dead lock of approved make, a pair of 200 mm long stainless steel handles, 250 mm long stainless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fasteners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge |
| 26 | 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. Steel supplied by the contractor - Using TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the own plants of SAIL, RINL, JSW or TATA make only using virgin materials. |
| 27 | Extra for galvanizing minimum 80 micron thick hot dipped galvanised coating on structural steel work including all charges etc. as directed by the Engineer-in-charge. |
| 28 | Providingpre-molded hydrophilic acrylic sealing profile (20mmx 25mm) with swells in contact with water for all type of construction joint, expansion joint and penetrations. |
| 29 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge |
| 30 | Antifungal food grade epoxy coating providing and applying 2 coats of CFTRI cerified - solvent free epoxy resin coating anti-algae, antifungal - Epoxy resin Coating for potable water retaining structures to achieve a minimum total dry film thickness of 200 microns @ 250ML/Sq.M. The cured film is reisitant to corrosion, chemical attack and abrasion and is suitabl efo rapplication to resevoirs, tanks, silos and water treatment works. Volume of solids : 100%, Specific Gravity / Mixed Design : 1.85 g/cc, viscosity Pourable, spreadable liquid, pot life @ 30 deg c 45 min., permeability @ 5 bar bar for : Max 25.0mm 72 hrs. Depth of Penetration (mm). IS 9833 - 1981 |
| 31 | Rainwater HarvestingProviding 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 |
| 32 | Supplyingand spreading of fine sand (Zone IV) as and when required and as directed by Engineer in charge. |
| 33 | Providing and laying in position Reinforced Cement Concrete (RCC) of Grade M-25 using 20 mm 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. Minimum Cement Content shall be 360Kg/CuM |
| 34 | Supply and installation of Heavy duty Class-B GI pipe of 50mm dia. to be laid in concrete slab / wall or brick wall for laying cables and Earthing |
| 35 | 50 mm dia. |
| 36 | 100 mm dia |
| 37 | Drilling of bore well of 150 mm dia in over burden soil i.e. Black cotton soil, murrum, soft rock and hard rock strata below ground level up to required depth including transporting the drilling rig with all equipments, accessories to the work spot, setting and dismantling, clearing all materials & debris etc. from work spot including supply of all consumables. Note : Rate shall be include initial survey by water finder for the guaranted source of water. |
| 38 | Providing, supplying, erecting, lowering Heavy Duty ISI mark PVC casing pipe of suitable dia, matching with the 150 mm dia bore well to a depth to suite to site condition as per specification including jointing, coupling, supplying required consumable materials etc. complete. |
| 39 | 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.160 mm dia UPVC Pipes |
| 40 | APPLICABLE TOTAL GST RATE (%) INCLUDED IN THE QUOTED PRICE: |
| 41 | CGST RATE(%) |
| 42 | SGST RATE(%) |
| 43 | IGST RATE(%) |
