Schedule of Rates
Maharashtra State Schedule of Rates 2022-23
2,052 rate items from the Maharashtra Public Works Department (PWD), effective 2022-07-25. Searchable, with Excel and CSV download.
- Department
- Maharashtra Public Works Department (PWD)
- Edition
- 2022-23 — effective 2022-07-25
- Items reproduced
- 2,052 across 81 chapters
- Retrieved
- 2026-07-29
Transcribed from Maharashtra PWD — State Schedule of Rates 2022-23, effective 25 July 2022. Reference only — departments amend rates through correction slips between editions, so verify against the official source before pricing a bid. Items that could not be transcribed unambiguously have been left out rather than guessed.
Browse by chapter
2,052 items across 81 chapters. Each chapter is searchable and sortable.
- Road Survey and DPR76
- Road Sub grade36
- Road Sub Base and Base Course47
- Road Surfacing Course12
- Rigid Pavement23
- Road Furniture155
- Road Miscellaneous items34
- Road Maintenance39
- Cross Drainage Works28
- Bridge Foundation and Sub Structure40
- Bridge : Bored Pile51
- Bridge Bearings6
- Bridge Super Structure72
- Bridge : Bored Pile New Item18
- Bridge Maintenance19
- Bridge : Well Foundation24
- Bridge sub structure and Foundation28
- Bored Pile, Well Foundation, sub & Super Structure5
- Arch Bridge8
- Bridge Repair New Item46
- Excavation35
- Pile Foundation: Building57
- Structural Steel Work11
- Plain Cement Concrete9
- Reinforced Cement Concrete53
- Brick Masonry20
- Stone Masonry13
- Concrete Block Masonry9
- Expansion Joint11
- Water Proofing39
- Plastering and Pointing44
- Paving Flooring and dado78
- Wood Finish11
- Oil Painting29
- Colouring25
- Wood Work26
- Roofing and Ceiling57
- Roofing and Ceiling ( New Item)16
- Doors and Windows110
- Iron Work12
- Water Supply and Sanitary Fitting213
- Building Miscellaneous Item23
- Building Maintenance57
- Structural Strengthening16
- Flooring7
- Plumbing19
- Rain water harvesting9
- Others7
- Coastal33
- Block masonary5
- Road work16
- Accoustic20
- Furniture39
- PWD persons28
- Cubical Toilet6
- Building7
- bambusa bamboos item7
- Bridge repair13
- Rebar29
- New Item18
Other items
48 items in 21 smaller chapters.
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48 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 19.01 | Providing and fabricating structural steel work for Sakav Decking in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. | MT | 76,863.00 |
| 19.02 | Providing epoxy mortor with quartz sand with proportion epoxy concrete sand 1:6 for repairs to the cracked pier, girder etc including chipping the loose cracked concrete cleaning rust by means of brush, sand blasting and rebuilding the section giving minimum 3 day compressive strenght of 525 Kilogram/cm2 and maximum epoxy consumption of 315 Kilogram/m3 of mortar with all materails labour equipment etc complete (Quartz Sand 885 Kilogram/Cum) | Cum | 2,71,760.00 |
| 19.03 | Providing and laying epoxy concrete with epoxy aggregate proportion 1:4 using epoxy fine quartz sand, course quartz sand and trap metal in suitable proportion by weight including weighing, mixing placing inclusive of celaning the surface by wire, brush, sand balsting for applying the tackcoat of epoxy as directed and giving minimum 3 days compressive strength of 525 Kilogram/cm2 and maximum epoxy consumption of 214 Kilogram/m3 of concrete including necessary formwork with all materials, labour, centering equipment etc complete as directed. (scaffolding will be paid separately if required)( Fine sand 660 Kilogram/Cum, Course Sand 660Kilogram/ One Square Metre, Trap metal 660 Kilogram/ One Square Metre) | Cum | 1,80,222.00 |
| 19.04 | Providing and applying epoxy paint primer with middle coat and top coat to superstructure including scaffolding etc complete. | Sqm | 695.00 |
| 47.11 | Masonry Bridge repair work:-Providing pointing on masonry surface of Bridge with UV resistance, Non-shrink. high strength, high abrasion, material like Poly Ironite Ceramic Cementitious (PICC) self curing cementitious material for masonry joint filling to depth of 20mm including pointing work of masonry by removing of existing loose portion of stone masonry by braking removing existing loose particles upto required depth 50 mm or as per site confition cleaning with special chemicals clonon and water jet under pressure for removing algae, fungi, applying bond coat Kelox water missable epoxy before repair material application complete as per specification including cost of all material, machinery, labour,scaffolding, transportation etc. with all leads and lifts as directed by the engineer-in- charge. | Sqm | 5,871.00 |
| 47.13 | Providing and applying Poly Ironite Ceramic Cementitious (PICC) of self curing, a high abrasion resistant, non-shrink, high strength,low porosity, UV resistant repair mortar to fill the pot holes on Concrete/Bitumen road including cleaning the pot holes on concrete/Bitumen road by breaking, clean with wire brush , Air blower, removing existing loose particles etc. by using wire brush,breaker machine, air jet(using other mechanical / manual means) then applying Kelox water missiable epoxy bond coat on prepared concrete/Bitumen surface pot hole for bonding the old surface to new repair mortar etc. as per manufacturer's specification ( using other manual / mechinical means) then apply repair mortar to fill the pot holes on concrete/Bitumen surface upto 75 mm depth to match existing road thickness etc. Complete with all leads and lifts, Material, Machinery, Labour etc. complete as per specification and as directed by engineer-in- charge. | KG | 57.00 |
| 47.14 | Providing and applying Poly Ironite Ceramic Cementitious (PICC) of self curing, a high abrasion resistant, non-shrink, high strength,low porosity, UV resistant repair mortar to fill the pot holes on Concrete/Bitumen road including cleaning the pot holes on concrete/Bitumen road by breaking, clean with wire brush , Air blower, removing existing loose particles etc. by using wire brush,breaker machine, air jet(using other mechanical / manual means) then applying Kelox water missiable epoxy bond coat on prepared concrete/Bitumen surface pot hole for bonding the old surface to new repair mortar etc. as per manufacturer's specification ( using other manual / mechinical means) then apply fast seting repair mortar to fill the pot holes on concrete/Bitumen surface upto 75 mm depth to match existing road thickness etc. & movement the vechical within 1 hour. complete with all leads and lifts, Material, Machinery, Labour etc. complete as per specification and as directed by engineer-in-charge. | KG | 150.00 |
| 48.01 | Providing and constructing non load bearing wall with 200mm Horizontally perforated clay hollow blocks of approved make with compressive strength not less than 35 Kilogram/Sqcm, U value of 47.0 W/m2K, Water Absorption of 15%, masonry to be done using fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) cement mortar 1:6 with blocks of size 400mm x 200mm x 200mm (12.5 bricks per Square Metre. excluding mortar joint thickness) including cost of materials, labour charges, scaffolding, curing at all heights, complete as per specifications & directions of Engineer-in Charge. Cost shall be inclusive of filling the Blocks with Cement mortar at exposed junctions and filling with concrete using 12mm down size aggregates at Window and door Jambs for fixing hold fast, anchors etc. | Sqm | 1,841.00 |
| 48.02 | Providing and constructing non load bearing wall with 150mm Horizontally perforated clay hollow blocks of approved make with compressive strength not less than 35Kilogram/Sqcm, U value of 47.0 W/m2k, Water Absorption of 15%, with cement mortar 1:6 with blocks of size 400mm x 150mm x 200mm (12.5 bricks per Sq.m excluding mortar joint thickness) including cost of materials, labour charges, scaffolding, curing at all heights, complete as per specifications & directions of Engineer- in Charge. Cost shall be inclusive of filling the Blocks with Cement mortar at exposed junctions and filling with concrete using 12mm down size aggregates at Window and door Jambs for fixing hold fast, anchors etc. | Sqm | 1,760.00 |
| 48.03 | Providing and constructing non load bearing wall with 100mm Horizontally perforated clay hollow blocks of approved make with compressive strength not less than 35Kilogram/Sq.cm, U value of 47.0 W/m2k, Water Absorption of 15%, with cement mortar 1:6 with blocks of size 400mm x 100mm x 200mm (12.5 bricks per Square Metre. excluding mortar joint thickness) At every 5th course level, Concrete band of 100mm thick with 1:3:6 Mix Concrete along with Nominal Reinforcement to be provided. The rate inclusive of cost of materials, labour charges, scaffolding, curing at all height, complete as per specifications & directions of Engineer-in Charge. Cost shall be inclusive of filling the Blocks with Cement mortar at exposed junctions and filling with concrete using 12mm down size aggregates at Window and door Jambs for fixing hold fast, anchors etc. | Sqm | 1,465.00 |
| 50.06 | Providing and applying two coats of protective membrane over the cured concrete surface like R.C.C. footings, columns, plinth beams etc. which will be submerged under soil so as to protect the same. Apply two pack coal tar epoxy system of Sunepoxy Coaltar of approved make & approved by Engineer in charge, having solid content ranges from 80- 100%, Tack free time 4-6 hrs. Recoat after 16-24 hrs. Mix Part A and Part B of Sunepoxy Coaltar of approved make & approved by Engineer in charge in 1:1 ratio with slow speed stirrer and apply the same on a clean R.C.C. surface by brush. Allow to set for 8-10 hours and apply the second coat. The rate to include for application at all levels to various RCC elements to the satisfaction of the EIC etc. complete. | Sqm | 247.00 |
| 50.07 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour : brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) | KG | 210.00 |
| 50.09 | Providing and applying one pack bonding coat between concrete members like RCC slabs, columns, beams, chajjas, pardis etc and cement mortar plaster using Hack Aid Plast of approved make & approved by Engineer in charge. Clean the concrete surface thoroughly to remove dust, dirt, grime, deshuttering oils and rub down to a clean surface. Apply Hack Aid Plast of approved make & approved by Engineer in charge by spray on the entire concrete surface. Provide a lean cement - sand dash coat over the same. Allow the dash coat to set for around 24 hours. Further plastering as per specifications can continue. | Sqm | 54.00 |
| 50.32 | Providing and laying CE Marked Woven Polypropylene Geotextile indigenously manufactured from black UV stabilized polypropylene tape yarn of Techfab India on the prepared subgrade for Reinforcement cum separation cum drainage & filtration application with necessary overlaps as per drawing etc. complete. (Specification: MORTH Section-700) with prior approval of concerned Superitending Engineer. a)TFI-5300 Type-I | Sqm | 160.00 |
| 50.79 | Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. | Sqm | 372.00 |
| 50.80 | Supply of ready mix patch repairing compound as per section 3000.2.2(filling pothole and patches repair with specific approval of the engineer),MORT&H specifications for roads and bridge works,5th Revision, for instant repair of surface defects of road under all weather conditions.The premix should consists of a binder with hydrophilic properties and accelerated adherence to all types of aggregares and can be applied on all patches and potholes including water logged patches and poyholes and in rainy conditions. The material should be suitable for both Bituminous and concrete roads with quick setting properties and allow traffic to be released within 10 mins.of patch or pothole repair.the material should for use on roads with both passanger and heavy commercial vechiles.The mix should be suitable for reparing of surfacing course and should be comparising of fine aggregates 0-10 mm,(5.5-7.5 %).additives as ewquired.the mix should packed in bags which can be easily handled manually and be storable under normal storage conditions for at least 8 month. | KG | 25.00 |
| 51.62 | Providing Silica plaster plaster externally in two coats in all positions including base coat of 8 to 10 mm thick curing the same for not less than two days and keeping the surface of base coat rough to receive the final coat treatment 5 to 7 mm thick .finishing the surface by taking out grains and curing for 8 to 10 daysscaffolding etc complete.(The silica plast material shall contain 53 grade OPC cement with pozzolanic materials .size of agreegates shall be of 3 mm having 1:3 proportion with cement. | Sqm | 560.00 |
| 51.116 | Providing and applying a Silicon Base Water Repellent Stone Sealers, on Brick / Stone masonry / Concrete surfaces in Two coats by spraying. Including cleaning / sand blasting for removing dirt / cement mortar patches etc. by force water jet, wire brushing etc. complete. | Sqm | 557.00 |
| 51.117 | Providing internal / external 12 mm thick Ready Mix plaster confirming to IS:4031(Part- 4) 1988 and IS 383-1970 in a single coat using Cement mortar of proportion 1:4 containing special type of polymer additives about 0.4%, to all type of surfaces in all positions including scaffolding and curing complete. | Sqm | 238.00 |
| 51.118 | Providing internal / external 20 mm thick Ready Mix plaster confirming to IS:4031(Part- 4) 1988 and IS 383-1970 in a single coat using Cement mortar of proportion 1:4 containing special type of polymer additives about 0.4%, to all type of surfaces in all positions including scaffolding and curing complete | Sqm | 417.00 |
| 51.123 | Construction of M-40 grade reinforced prestressesd precast concrete panel of 200 mm thickness having size 4.5m x 3.5m or as per drawing, casting the panels as per approved design and drawing in factory or plant including cost of all materials, formwork, reinforcement, dowel bars, tie bars, chairs, lifting bolts, grout ports, labour and all necessary machineries which are required for prestressing the wires, preparing concrete mix as per job mix design (The minimum cement content for M40 grade of PPCP shall be 440 Kilogram/cum of concrete), making slots in panels for fixing dowel bars, tie bars, and placing necessary reinforcement as per design and drawing, steam/curing for 28 days including lifting, transportating and placing the panels at the required position, line, level and alignment as directed by Enginner in Charge, with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base. including providing and fixing in position MS Plain dowel bars precoated with anticorrosive epoxy paint of required Dia. having 45 cms. length and at 30.00 cm. c/c lubricated for half length with bituminous paint and providing & fixing TMT Fe 500 tie bars 12 mm dia. 60 cm long at 75 cm c/c, handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads. Including, Grouting of base of the panels as well as dowel and tie slots in the panels, Providing contraction joints polysulphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into groove of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (50 mm. deep x max. 6 mm wide) | Cum | 16,589.00 |
| 51.132 | Providing and erecting a Road Restraint system - Roller System Barrier ETI Roller System H1 & H2 comprisiong of post of hot dip galvanized steel of 139.8mm diameter (L- 2200 and L-750 ) thickness 4.5 mm spaced with interval of 1 meter installed in to hardened road . Safety frame rail from sheet of 3.20mm thick are fixed to main posts, shock absorbing rollers 345 mm diameter and 480mm height made of polypropelene - EVA , post caps, locker , pipes and connection material. Distance between main post and short post shall be 500 mm. the height of upper edge rail is 960 mm. All steel parts( FRAME s235R equivalent SS400) and post S235JR shall be hot dip galvanised to protect against corrosion. The system shall be installed in accordance with the drawings and assembly instructions. etc. complete. | Rmt | 74,511.00 |
| 51.157 | A) Precast BeB Panals 1 Providing and fixing Precast M 25 grade Concrete curved section of 100 mm thick to serve as bandhara as per the standard drawing approved by department having elliptical shape with base upto 6m as per table attatched to be casted in factory in suitable sections and transporting to site and erecting the same including all leads, lifts, labour and machinaries with finishing .One Number of elements in which compled section is proposed to be cast shall be approved.Necessary equipments for placing giving support through turn bucle or similar arrangement to maintain its verticality till insitu joining..The total steel quantity is 75Kilogram per cubic meter of concrete The method statement shall be prepared and got approved from engineer including cost of plasticizer and viscocity admixure. | Sqm | 2,967.00 |
| 51.159 | Providing and fabricating and fixing at site hot dip galavanised structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted I bolted Iwelded connections without connecting plates, braces etc. complete including all transporation , labour and all lift excluding GST | MT | 1,10,000.00 |
| 51.161 | Providing and fixing Sill beam in size 100 X100 mm with 10 mm thick, in FRP material with lifting eye bolts. And as per specifications mentioned in the Technical spectications and product features excluding GST | Rmt | 2,500.00 |
| 51.187 | Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 One Numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour: As per Approval. Approved Make: FLUX by DPI Daylighting or approved equivalent The 12mm thick panels shall be used for a roofing height of upto 15 mtrs. | Sqm | 3,971.00 |
| 51.188 | Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 16 mm thick of 1200mm (min.) width with angular daylighting concept. Panels shall have minimum seven layers in a truss bridge design for higher flexibility & strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall have an additional IR Blocking features for enhance thermal comfort. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 One Numbers self- drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.9 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineer in charge. Colour: As per approval The 16mm thick panels shall be used for a roofing height of upto 15 mtrs. | Sqm | 5,025.00 |
| 51.189 | Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 18 mm thick of 1200mm (min.) width with angular daylighting concept. Panels shall have minimum seven layers in a truss bridge design for higher flexibility & strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall have an additional IR Blocking features for enhance thermal comfort. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with a continuous aluminium I Beam holding the base of the standing seam along the length of the panel & fixed with purlin with self-drilling hex head screws offering best stability with a pull-out load of min. 21000N (21KN) tested as per ISO 6892:1998 and IS 1608: 2005., as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.9 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineer in charge. Colour: As per approval. The 18mm thick panels shall be used for a roofing height of upto 25 mtrs | Sqm | 5,444.00 |
| 51.190 | Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 22 mm thick of 1200mm (min.) width with angular daylighting concept. Panels shall have minimum seven layers in a truss bridge design for higher flexibility & strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall have an additional IR Blocking features for enhance thermal comfort. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with a continuous aluminium I Beam holding the base of the standing seam along the length of the panel & fixed with purlin with self-drilling hex head screws offering best stability with a pull-out load of min. 21000N (21KN) tested as per ISO 6892:1998 and IS 1608: 2005., as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.9 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineer in charge. Colour: As per approval The 22mm thick panels shall be used for a roofing height of upto 55 mtrs. | Sqm | 6,119.00 |
| 51.193 | FRP Beam Crash Barrier -- Type - A, W : FRP Beam Crash Barrier (Providing and erecting a W "FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRP beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" As directed by Engineer incharge. | Rmt | 3,377.00 |
| 51.194 | FRP Beam Crash Barrier -- Type - B, THRIE : FRP Beam Crash Barrier (Providing and erecting a Thrie " FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRP beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)" As directed by Engineer incharge. | Rmt | 4,867.00 |
| 52.04 | Detailed survey for bandhara - Taking longitudinal section of stream extending 1.20 km on upstream and downstream side of the bandhara site, taking cross sections at every 100 m interval of the stream on upstream side, taking bed slope of stream and other details, taking 3 trial pits 1.00 m x 1.00 m x 3.00 m, plotting details of stratification indicating type of soil/rock, preparation of detailed survey data including preparation of hydraulic design including calculations for afflux, height of the weir and storage capacity of bandhara etc., obtaining the village map and studying the land width of nalla, make a preliminary assessment of likely storage of nalla with nalla training as per width shown in village map, marking on village map the locations of existing wells, bore wells within radius of 1.5 km by total station and also depth of water and borewell depth, identifying the maji malgujari tanks or other lakes owned by Govt. within radius of 3 km, assessing the radial distance and plan area as per village map, preparing detailed plans referring the std. design & drawing and preparing detailed estimate as per approved SSR in 3 copies and submitting the project duly typed along with relevant drawings in hard and soft copies in CD / Pen Drive etc. as required by the Department. | Each | 1,26,012.00 |
| 52.5 | Full Height Partitions in Glass finish - Providing and Fixing 80mm to 85mm thick Full height Double Skin partition up to 3 mtr height with All visible sections in Anodized / Powdercoated finish. Made up of Frames and Tiles. Frame construction In combinaton of Aluminium Rails and Bottom ,Center and Top members, Connected with 2 way Round Shape Post , 3way Post , 4 way Post made up of Aluminium Extruded and Tiles in 5mm thk. Non Toughened Glass on both side. With all the Joints in the partitions covered with PVC extrusions to provide better sound Proofing. Tiles to be separated 55mm from each other to provide adequate space for drawing cables for electric, data and telephone with proper facility for fixing electrical and data switch plates. as per design and drawing. | Sqm | 7,894.00 |
| 52.46 | Supplying and fixing M.S. Pipe 80 mm diameter ( 4.85 mm thick ) heavy type drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 mt. below ground level is painted with three coats of red lead paint with two One Number of high tensile G.I. bolt and nut of size 10 mm die of 25 mm long including transportation etc. complete. | Rmt | 1,401.00 |
| 52.47 | Supplying and fixing G.I.. Pipe 50 mm diameter heavy type drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 mt. below ground level is painted with three coats of red lead paint with two One Number of high tensile G.I. bolt and nut of size 10 mm die of 25 mm long including transportation etc. complete. | Rmt | 1,241.00 |
| 52.48 | Medium Height Partition @ 1800/1200HT TILE BASED PARTITION SYSTEM Tile based Aluminum partition system of 1800/1200mm ht. made of 60mm thick aluminum frames having two separate race ways for laying electrical & computer wiring. The wire management shall be through to the race way to be fitted at bottom of partition other immediately below of work top with hook on type raceway cover for easy access of wires. Frames to be joined by aluminum connectors with M6 x 16 pan-head machine screw and washer with aluminum post cover. Post cover snap on fashion to be connected on aluminum connector visible aluminium to be in anodized / powdercoated finish. The top exposed sides of the frame and posts should be covered with horizontal/ Vertical trim and caps made of Aluminum in anodized / powdercoated finish in order to enhance its look.Upper tiles on the partition to be in Soft Board or Marker or prelaminated partical board tile of 9mm. thk., prelaminated partical board lower tiles in laminate finish 9mm. thk. on both the sides .Size :- 1200/1800mm (H) | Sqm | 5,741.00 |
| 52.49 | Full Height Partitions in Solid finish - Providing and Fixing 80mm to 85mm thick Full height Double Skin partition up to 3 mtr height with All visible sections in Anodized / Powdercoated finish. Made up of Frames and Tiles. Frame construction In combinaton of Aluminium Rails and Bottom ,Center and Top members, Connected with 2 way Round Shape Post , 3way Post , 4 way Post made up of Aluminium Extruded and Tiles in 9mm thk. Prelaminated Partical Board of on both side. With all the Joints in the partitions covered with PVC extrusions to provide better sound Proofing. Tiles to be separated 55mm from each other to provide adequate space for drawing cables for electric, data and telephone with proper facility for fixing electrical and data switch plates. as per design and drawing. | Sqm | 6,459.00 |
| 52.52 | Providing and fixing 4mm thick High Pressure interior compact Laminate made out of thermosetting resign treated Kraft as core material and design paper as a finish surface. Compact laminates should have the characteristic of flame retardant fulfilled the criteria of under BS-476/97 and EN438-6 with classification of BS1D0 standard property, Anti bacterial and anti-termite property under JIS Z2801:2000, Chemical resistance, Scratch resistant ,fire resistance, weather & climatic shock resistance( The manufacturer should provide10 years warranty certification on any manufacturing and moisture related defects.)The compact laminates should be resistance to water immersion through permissible increase on thickness and mass <0.60% and board should have density >1.35kg/cm3 and fulfilled the criteria of FSCand Green Guard Gold certification and manufactured under EN438-2&3:2005 standard . Finish and colour of compact laminates should be finalised under direction of Engineer –in-charge.Including fixing Compact laminates on 25x50mm aluminium tube or approved tube size at 600mm c/c under desirable height and fixed through same compact colour rievts or compact adhesive as per recommended by compact supplied agency. Finish and colour of Interior clade should be approved under engineer-in-charge direction. | Sqm | 3,933.00 |
| 52.53 | Providing and fixing 6 mm thick High Pressure interior compact Laminate made out of thermosetting resign treated Kraft as core material and design paper as a finish surface. Compact laminates should have the characteristic of flame retardant fulfilled the criteria of under BS-476/97 and EN438-6 with classification of BS1D0 standard property, Anti bacterial and anti-termite property under JIS Z2801:2000, Chemical resistance, Scratch resistant ,fire resistance, weather & climatic shock resistance( The manufacturer should provide10 years warranty certification on any manufacturing and moisture related defects.)The compact laminates should be resistance to water immersion through permissible increase on thickness and mass <0.60% and board should have density >1.35kg/cm3 and fulfilled the criteria of FSCand Green Guard Gold certification and manufactured under EN438-2&3:2005 standard . Finish and colour of compact laminates should be finalised under direction of Engineer –in-charge. including fixing Compact laminates on 25x50 mm aluminium tube or approved tube size at 600 mm c/c under desirable height and fixed through same compact colour rievts or compact adhesive as per recommended by compact supplied agency. Finish and colour of Interior clade should be approved under engineer-in-charge direction. | Sqm | 4,605.00 |
| 53.47 | Providing and fixing interior wall to wall expansion joint cover model W90 for 50 mm gap size, this surface mounted aluminium cover is designed for interior application where low maintenance is desirable. This model is made using Aluminium alloy 6063 and temper T5/T6. This cover is installed using stailness steel clip in the rear which helps the movement to + 10 mm. | Rmt | 2,329.00 |
| 53.48 | Providing and fixing of external wall to wall cover model ASM 200X for 50 mm gap size,this surface-mounted metal wall cover is designed for exterior applications where low maintenance or tamper-resistant applications are desired. The free-floating aluminum center plate spans the joint and slides over the surface of the wall to allow required movement.EPDM vapor barrier to protect the joint with water. This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency ( an Intertek Company) for the movement performance. The minimum opening of the profile is 10mm ( -40mm) and the maximum openeing of the profile is 76mm (+26mm) which is more than ±50% movement. | Rmt | 2,689.00 |
| 53.49 | Providing and fixig of floor to floor expansion joint cover GFT 200 for 50 mm gap size. The cover which is designed for interior floor to floor application suitable for most floor finishes where frame depth and configuration is variable to suit selected finish. It is a gasketed floor to floor joint cover comprises of extruded aluminium frames made of aluminium alloy 6063 temper T5/ T6 and TPR seal having strength of 90 shore A as per ASTM D2000 and available in 4 colours, with standard loading capacity of 500 lbs. The nominal joint width of the profile is 51 mm which contracts down to 38 mm as minimum and can expand 64 mm as maximum, the movement has been tested with Architectural testing INC., an Intertek company (Intertek – ATI) as per ASTM E 1399-97 Report no. 84287.01-106-31 | Rmt | 2,987.00 |
| 53.50 | Providing and Fixing of external Roof cover model RJT 200 for 50 mm gap size, Aluminium roof cover comprised of extruded alumunium components, Injection molded turnbar, duroflex gaskets and EPDM vapor barrier.This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency ( an Intertek Company) for the movement performance. The minimum opening of the profile is 3mm ( -47mm) and the maximum openeing of the profile is 92mm (+42mm) which is more than ±50% movement. | Rmt | 6,242.00 |
| 53.51 | Supplying and providing various materials for REED BED filter media of 1 meter depth comprising of 300 mm thick brick bats at bottom,60 mm/40 mm gravel 150 mm thick over it,20 mm gravel 100 mm thick,Natural sand 100 mm thick,activated charcoal 60/40mm 50 kg 175 mm thick, 50 kg of coco pit in powder form 175 mm thick and 5 nos aquatic plants at top.The rate is exclusive of cost of tank but inclusive of fixing non return valve including all materials labour etc. | Cum | 15,319.00 |
| 53.52 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement : 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing with additional structure support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) A) Non Load bearing panels 60 mm thick required size | Sqm | 2,553.00 |
| 53.53 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement : 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing with additional structure support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) B) Non Load bearing panels 75 mm thick required size | Sqm | 2,861.00 |
| 53.54 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement : 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing with additional structure support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) C) Non Load bearing panels 90 mm thick required size | Sqm | 3,314.00 |
| 53.55 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement : 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing with additional structure support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) D) Non Load bearing panels 100 mm thick required size | Sqm | 3,767.00 |
How to use the Maharashtra Schedule of Rates
The state schedule of rates sets the department's accepted rate for each item of work, and estimates for Maharashtra government projects are built by mapping a project's Bill of Quantities to these items. Rates here run from ₹3.00 per sqm to ₹15,89,289.00 each, spanning 81 chapters from earthwork through to finishing trades.
Three things routinely go wrong. Estimators price against a superseded edition, because correction slips are published separately from the main schedule. They pick a nearly-similar item code rather than the exact one, which survives internal review and fails departmental scrutiny. And they miss that a rate is quoted for a different unit than the BOQ uses — a sqm rate applied to a each quantity is a large error that looks reasonable on a spreadsheet.
For the schedules published by every other state, see the Schedule of Rates by state directory, and for how SOR items relate to a tender's BOQ, the guide to SOR vs BOQ.
Pricing a live tender against this schedule
Mapping a tender BOQ to the right SOR items by hand, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works