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| 1 | Excavating trenches of required width by mechanical means (Hydraulic excavator / manual means) for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be leveled by breaking clods, if any and neatly dressed), etc., all complete as per specification. |
| 2 | Labour charges for dressing / levelling of undulation of top surfacesof the area including watering ramming by using power roller of 8 to 10T capacity, maintain the top surface to the required level, etc., all complete as per specifications |
| 3 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) |
| 4 | All kinds of soil upto 1.50mtr depth |
| 5 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth |
| 6 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. |
| 7 | Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of trees using necessary tools, collecting, transporting and disposing them at places shown by the Department using suitable vehicles, etc., all as directed by the Engineer-in- charge. |
| 8 | Beyond 300mm upto and including 600mm Girth Trees |
| 9 | Beyond 600mm upto and including 1200mm Girth Trees |
| 10 | Disposal of surplus excavated earth/ash/Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directedby the Engineer-in-Charge.Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 11 | Upto 1 Km or part thereof |
| 12 | Filling available selected excavatedearth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 1 Km and lift upto 1.5m etc., all complete as per specification. |
| 13 | Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, levelling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 14 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) |
| 15 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) |
| 16 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications.Note: Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured separately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for separately. |
| 17 | For Plain Surfaces upto 3.5m height |
| 18 | Providing and casting insitu Reinforced Cement Concrete of the following grades of design mix by Weigh batching using machine crushed hard broken granite stone of nominal size 20mm including cost of admixtures in recommended proportion wherever required, mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concreteitems, etc., as per drawings and specifications.Note:1) The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items.2) The rate of concrete shall include the cost of admixture in recommended proportions as per IS 9103 as per direction of Engineer-in-charge.3) Cement proportion for Concrete Mix shall be on the basis of weigh batching only as per design mix.4) The cost towards any upward / downward variation required to obtain the specified strength over the minimum cement content will be paid for or deducted at the rate specified in Schedule \"F\". |
| 19 | M 25 Grade Concrete (The Cement content considered is 350 Kg per Cu.m) |
| 20 | Extra for finishing thefresh concrete pavement surface using vacuum dewatering system including vibrating the surface using screed vibrator, placing the filter mat, top mate, dewatering using vacuum pump, finishing the surface using power floater and power trowel, etc., all complete as per specification and as directed by the Engineer-in-charge. |
| 21 | Providing, cutting, bending, placing and binding steel reinforcement using TMT bars of Fe-500 / Fe-500D grade in all reinforced cement concrete works including cutting, bending,fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. ImportantNote: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 22 | Providing and laying Random Rubble masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) in foundation and plinth using hard granite stones obtained from approved quarry includingbond stones of 2 Nos/Sq.m at 1.5 to 1.8 mtrs apart, raking out joints, curing, etc., all as per standard specification. |
| 23 | Providing and laying Random Rubble masonry in foundation and plinth using retrievedRR stone from dismantled RR masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) including collecting from department source, cleaning the old mortar from retrived stone, providing bond stones of 2 Nos/Sq.m at 1.5 to 1.8 Mtrs apart, raking out joints, sunk/flush points in CM 1:3, curing, etc., all as per standard specification.(Note:-Required quantity of RR stone will be supplied by department at free of cost). |
| 24 | Providing sunk or flush pointing over RR Masonry in CM 1:3 above plinth for compound wall including cleaning the surface to receive pointing, finishing with float coat of neat cement, curing, scaffolding etc., all complete as per specifications and as directed by EIC. |
| 25 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings. |
| 26 | Plastering the ceiling / exposed surfaces of concrete with CM 1:3; 6mm thick to make the surface uniform, free from undulations and imperfections including hacking pock marking of surfaces with pointed tool, scaffolding, curing at all lifts etc., all complete as per specifications and as directed by Engineer-incharge. |
| 27 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on internal faces at all lifts including scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 28 | Providing and laying Indian Patent Stone flooring of 40mm thick with cement concrete 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate) finished with a floating coat of neat Cement using 20/10mm and below size hard broken stones including laying in panels, cement slurry, consolidation, curing, rubbing the surfaces smooth etc., all complete as per specification. |
| 29 | Providing and fixing glass strips in joints of terrazzo / IPS flooring using 40/20mm wide & 4mm thick glass strips including grinding the top surface smooth to match with the floor, etc., complete as per specifications. |
| 30 | Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works. ] |
| 31 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works |
| 32 | Supplying, fabricating and fixing Structural Steel workin built up sections for gate, handrailing, trusses and framed work at all lifts comprising square / rectangular / Tubular hollow sections conforming to relevant IS standard of TATA or SAIL or approved equivalent make including cutting, welding, bending to required shape for curved profile, hoisting, fixing in position at all lifts, embedding with cement concrete,painting the exposed faces with 2 coats of metal coat PU finish paint of make MRF or other approved make over one coat of epoxy zinc phosphate primer with thinner 1110 Ep for epoxy primer and thinner for finish for metal coat paint as per manufacturer instructions,etc., all complete as per specifications and drawings.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist, concrete embedment\"s and foundation bolts for fixing the steel works.] |
| 33 | Supplying, fabricating and fixing of EPs, Structural Steel work and pipe sleeves etc., at all lifts comprising MS angles, MS plates, tees flats, rounds, squares, other structural steel sections, pipe sleeves and pipes of various sizes, IS channels, IS beams, square rods, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, etc. complete all as per specifications and drawings.Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works. |
| 34 | Supplying, fabricating and fixing of Foundation bolts for fixing truss made up of MS/TMT bars of approved dia. including cutting, bending to required shape, making thread of required pitch, providing suitable bolt, embedding in RCC using templates, fixing the bolts, painting the entire bolt with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer as per manufacturer instructions,etc.,all complete as per specifications and as directed by the Engineer-in-charge. |
| 35 | Providing and fixing cold rolled colour coated Galvalume steel profile sheets for roofing and cladding using sheet of 0.47mm base thickness 550Mpa yield stress (ASTM A792m) with coating class AZM 150 (minimum 150 gram/Sq.m total mass zinc aluminium coatingof both sides as per relevant standards) of make JSW / Bhushan / TATAto suit a purlins spacing of 1.5 mts c/c including the cost of providing ridge gutter edge profiles, cost of making crimps for curved surface, fixing over purlins, makingetc., all complete as per drawings and specifications.Note:1) The sample of Galvalume steel sheet shall be got approved by the Engineer-in- charge before making bulk order.2) The sheet shall be fixed using self drilling/self tapping screws of size (5.5 mm X 55mm) with EPDM seal or with polymer coated J or L hooks, Bolts and nuts 8mm dia with Bitumen andG.I limpet washers or with G.I limpet washer filled with white lead complete up to any pitch in Horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 36 | Painting all internal faces of walls / plastered surfaces with two coats ofAcrylic Emulsion paint of make Asian (Tractor) / Berger (Bison)or other approved equivalent make of approved shade over a coat of interior wall primer of make Asian (Professional) / Berger (BP Primer) or other approved equivalent make including preparation of surfaces,applying approved makewall care putty as per manufacturer specification, sanding the surface, making surface smooth without porous, applying the primer coat, scaffolding,etc., all complete at all lifts as per specifications. |
| 37 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint ofmake Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat)or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications. |
| 38 | Painting over Plain Plaster at all lifts. |
| 39 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (Class-I) of SDR-11 of approved makeconforming to IS 15778 having thermal stability for hot and cold water supply including providing all CPVC plain and brass threadedfittings, fixing the clamps at 1m spacing, jointing of pipes and fittings with 1 step CPVC solvent cement, testing of joints, etc., all complete as per specification and as directed by Engineer In-Charge. (Internal work-Exposed on wall) |
| 40 | 25mm dia Nominal size |
| 41 | 40mm dia Nominal size |
| 42 | Providing and fixing the following internal dia. Gun metal full way gate valve of \"Leader\" or approved equivalent make bearing ISI mark confirming to IS:778 with female ends, screwed bonnet, integral seat, non rising spindle class-I including fixing the valve etc., all complete as directed by the Engineer-in-charge. |
| 43 | 25mm internal dia. Gate valve |
| 44 | 40mm internal dia. Gate valve |
| 45 | Providing and fixing a green-colored HDPE mesh of the required size with 75% UV protection including fixing/tying the mesh with MS/SS rings or other suitable fittings/fixtures to the periphery of the SWM shed, etc., all complete as per specifications and as directed by the Engineer. |
| 46 | Providing and fixing PVC Sleeved GI chain link fencing of mesh opening size 50x50mm with 4mm dia. GI wire, PVC coated to achieve outer dia not less than 5.5mm in required colour and shade withnecessary binding wire and fixing with 30X6mm MS flat on one side of RCC fencing post with bolts and nuts, etc., complete all as per specifications and as directed by the Engineer-in-charge.[Note: Cost of MS flat will be paid for separately under relevant item.] |
| 47 | Providing and fixing PVC Sleeved stay line wirewith 4mm dia. PVC coated to achieve outer dia not less than 5mm in required colour and shade including tieing the chainlink using suitable binding wire, etc., complete all as per specifications and as directed by the Engineer-in-charge. |
| 48 | Manufacturingand erection of cranked precast RCC fencing post ofrequired shape of size 125x125mm at top and 150x150mm at bottom with 2100mm height inCC 1: 1.5:3 using 20mm and below size hard brokengranite stone jelly with necessary through holes in post for tying fencing wire including form work for making post, placing concrete, vibrating, finishing smooth all faces in CM 1:3, curing and stacking at a place, conveying and erecting the post in position with necessary support, etc., all complete as directed by the Engineer-In-Charge (Note: The cost includes necessary form work but excluding the cost of reinforcement which will be paid for separately under relevant items) |
| 49 | Providing and laying 60mm thick factory made chamfered edgeprefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 50 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. |
| 51 | Providing and applying primer coat with bitumen emulsion (SS1 grade conforming to IS 8887) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 Kg/Sq.m using mechanical bitumen distributor, etc., all complete as per specification and as directed by Engineer. |
| 52 | Supplying and spraying of Tack coat using bituminous emulsion (RS conforming to IS 8887) at the rate of 0.25 Kgs. per Sq.m. on the prepared granular surface including cleaning with wire brushes, small pick axes sweeping with brooms or soft brush and finally dusting with old gunny bags and compressed air to receive bituminous treatment all complete as per specification and as directed. |
| 53 | Providing and laying ofBituminous Macadam layer conforming to clause 504 (Grading II) of MORT&H specification for road and bridge works (Fifth Revision) using VG30 grade bitumen with minimum bitumen content of 3.4 % by mass of total mix, including cost of coarse aggregates, fine aggregates, bitumen etc., preheating and mixing at hot mix plant,cleaning of the road surface before laying the mix, application of tack coat, carrying the hot premixed materials by means of tipper, laying the hot premixed material with paver finisher, rolling with power roller withnecessary hand packing and pinning to give an even surface and to achieve the desired compaction, including running expenses of all plants and machineries and proper traffic control during execution, quality control tests at required interval, etc., all complete as per specifications and as directed by Engineer-In-Charge.Note: -1) Cleaning the road surface shall be carried out with wire brush, sweeping with mechanical broom and dusting by using compressed air as per specifications.2) Cost of Tack coat will be paid for separately under relevant item.3) Pre-heating of the mineral aggregate and bitumen to the specified temperature, thoroughly mixing with binder of specified bitumen content as per mix design shall be carried out at hot mix plant of specified capacity as per MORT&H Specifications.4) Carrying the hot premixed materials by means of tipper, trucks or any other approved means to laying site. Laying the hot premixed material over the prepared surface by means of paver finisher including manual operation as and when required for proper grade, level and camber. |
| 54 | Grading-II (19 mm nominal size) for 50-75mm Layer thick |
| 55 | Supplying laying and jointing of RCC hume pipes with collars of class NP-2 as per IS specifications including aligning to proper level and line as directed at site, jointing with Cement Mortar 1:2, curing, etc., complete as per specification. |
| 56 | 100mm dia. RCC hume pipes |
| 57 | 150mm dia. RCC hume pipes |
| 58 | 300mm dia. RCC hume pipes |
| 59 | 450mm dia. RCC hume pipes |
| 60 | Fabrication, erection and commissioning of 1MT per hour capacity organic waste shredding machine at waste processing yard of make Maxin India or other approved equivalent make made up of MS base frame work, Hordex cutter ( HRC 52 - 55 ) of 12mm thick and 200mm dia having 13 teeth for 11 mm cutter profile, EN 353( HRC 60 - 62 ) intermediate spacer ring and EN8 ( HRC 30 - 35 )bearing /sprockets including providing high grade cutters with double storage cleaner, built with heavy duty tapered roller bearing , chain coupling drive, helical gear box of 10 to 45 RPM, 2 Nos of 10 HP capacity IE2- foot cum flange mount 3 phase, 1440 RPM motor, auto reverse system, automatic control panel, over load alarm indication, easy feeding system with hopper and holder system, fabrication with high safety monolithic components painting the all MS surface with approved DFT powder coating, etc., all complete as per specification along with training to operators and as directed by Engineer - In - Charge.Note:-One year warranty shall be provided for mechanical parts. |
| 61 | Fabrication, erection and commissioning of 1MT per hour capacity tree branches shredding machine (750 Dual) at dry leaves processing yard of make Maxin India or other approved equivalent make made up of MS base frame work, Hordex cutter (HRC 52 - 55) of 15mm thick and 200mm dia having 13 teeth for 7 mm cutter profile, EN 353(HRC 60 - 62) intermediate spacer ring and EN8 (HRC 30 - 35)bearing /sprockets including providing high grade cutters with double storage cleaner, built with heavy duty tapered roller bearing , chain coupling drive, helical gear box of 10 to 45 RPM, 2 Nos of 20 HP capacity IE2- foot cum flange mount 3 phase, current rating for 58 Amps (Dual), 1440 RPM motor, auto reverse system, automatic control panel, over load alarm indication, easy feeding system with hopper and holder system, fabrication with high safety monolithic components painting the all MS surface with approved DFT powder coating, etc., all complete as per specification along with training to operators and as directed by Engineer - In - Charge.Note:-One year warranty shall be provided for mechanical parts. |
| 62 | Fabrication, erection and commissioning of 1MT per hours capacity Dry Leaves waste shredding machine (750 Dual) at dry leaves processing yard of make Maxin India or other approved equivalent make made up of MS base frame work, Hordex cutter (HRC 52 - 55) of 15mm thick and 200mm dia having 19 teeth for 7 mm cutter profile, EN 353(HRC 60 - 62) intermediate spacer ring and EN8 (HRC 30 - 35)bearing /sprockets including providing high grade cutters with double storage cleaner, built with heavy duty tapered roller bearing , chain coupling drive, helical gear box of 10 to 45 RPM variable speed option, 2 Nos of 20 HP capacity of make \"Siemens motor\" or other equalent make IE2- foot cum flange mount 3 phase, current rating for 58 Amps (Dual), 1440 RPM motor, auto reverse system, automatic control panel, over load alarm indication, easy feeding system with hopper and holder system, fabrication with high safety monolithic components painting the all MS surface with approved DFT powder coating, etc., all complete as per specification along with training to operators and as directed by Engineer - In - Charge.Note:-One year warranty shall be provided for mechanical parts. |
| 63 | Operation and maintenance of Shredder Machine with technically qualified personal including checking the shaft, motor, electrical panel, Gear Box, Conveyor belt, checking the all bolt and nuts, greasing with lubrication greaseetc., all complete as per manufacturer\"s specification and as directed by Engineer - In - charge.Note:- 1)One operation means carrying out one or more activities for a net working time of 8 hours.2) Contractor shall engage technicallyqualified personal with minimum grade as ITI (Fitter/Mechanic/Plumber). |
