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| 1 | Earth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finished quantity of work). With earth obtained from excavation of foundation. |
| 3 | Dismantle all types of Masonry excepting cement concrete plain or reinforced, stacking serviceable Materials at site &removing the rubbish as directed within a lead of 75 Mtr in ground floor including roof. |
| 4 | Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof upto 150 mm. thick. |
| 5 | Dismantle R.C. floor, roof beams etc. including cutting rods and removingrubbish as directed within a lead of 75 Mtr including stacking of steel bars in ground floor including roof. |
| 6 | Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.In ground floor including roof. |
| 7 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety |
| 8 | (a) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.Pakur Variety |
| 9 | (b) For 1st Floor |
| 10 | (a) Provide reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary cutting to requisite length, Hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter section, complete as per drawing and direction. For works in foundation and upto roof of ground floor/ upto 4Mtr. Tor steel/Mild steel.Other manufacturer not specified. |
| 11 | (b) For 1st floor |
| 12 | (a) Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 13 | (b) For 1st Floor |
| 14 | (c) 25 mm to 30 mm shuttering without staging in foundation |
| 15 | Strip off worn out plaster & raking out joints of walls ceilings etc. up to any height and in any floor including,removing rubbish and stacking any where within the compound as directed. |
| 16 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morterincluding rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.(a) 20 mm. thick plaster (1:6) |
| 17 | (b) 15 mm. thick plaster (1:6) |
| 18 | (c) 10 mm thick plaster(1:4) |
| 19 | Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brand conforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. using polymerised adhesive of 6mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course and joints grouted with admixture of white epoxy grout materials of approved brand including spacer -2mm as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete as per direction of Engineer -in- Charge. (Note: This work should not be xecuted without specific permission ofSuperintending Engineer). ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick). |
| 20 | (a) Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles includingroughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.. Area of each tile above 0.09 Sq.mColoured decorative In Ground floor |
| 21 | (b) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. Area of each tile above 0.09 Sq.mColoured decorative In ground floor. |
| 22 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 23 | Cleaning the walls and ceiling by scraping, sand papering and smoothening down the surface including putting. |
| 24 | (a) Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor: One Coat. |
| 25 | (b) Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) Normal Acrylic Emulsion. |
| 26 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor)(a) One Coati) Water based interior grade Acrylic Primer |
| 27 | (b) Applying Acrylic Emulsion Paint of approved make and brand on wallsand ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats)i) Standard Quality |
| 28 | Acrylic Distemperto interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothning of surface.Two Coats |
| 29 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 30 | Priming one coaton steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 31 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 32 | Provide and paint with best quality synthetic enamale paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.On timber plastered, steel or other metal surface with high gloss of approved quality.(a) Two coatsin timber or plastered(with any shade except white) Withhi-gloss of approved quality |
| 33 | (b) Two coats (with any shade except white) on steel surface.Withhi-gloss of approved quality |
| 34 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 35 | Providing and lay 125 mm. thick bricks work with 1st class brick in cement morter (1:4).In ground floor |
| 36 | Provide and lay bricks work with 1st class bricks in cement morter (1:6). (a) In foundation and plinth |
| 37 | (b) In superstructures, ground floor. |
| 38 | Provide and lay Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 39 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium slidingWindow of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodisedconforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film. Natural white |
| 40 | Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987.5mm thick clear glass. |
| 41 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 42 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)Special Rate Memo No. |
| 43 | Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts)65 mm. x 65 mm. x 8 g. |
| 44 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.For other Structural works like galleries etc. |
| 45 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).With 0.5 mm thick sheet |
| 46 | Aluminium sheet ridging fitted with self tapping screws,EPDM washers etc complete.(Minimum 225mm end lapping). 300 mm lapping each way With 0.71 mm sheet. |
| 47 | Painting roof surface with VG-40 Bitumen (usiing 135 kg (avg.) per % Sq.m.) including cleaning roof, heating bitumen as directed and spreading sand and complete includingcost of sand @ 0.60 cu.m per Sq.m. al complete |
| 48 | Tefflon Nozzles for Grouting: Drilling and fixing Teflon nozzles in RCC/Massonry members,Drilling 12 mm dia.& 50 to 75 mm deep holes in structural members at the intervals upto450 mm in staggered manner or as directed by the Engineer. (Approx 3 nos / Sqmt) Cleaning of holes: Clean the holes by air blower prior to fixing nozzles. Fixing of Nozzles: Insert 12 mm dia. Teflon nozzles in cleaned holes. External end of nozzles to be machined to receive outlet of grouting gun. Fix it inside the holes by applying Lokfix to ensure complete sealing. Wait till it gets set. After completion of grouting remove excess nozzle part without damaging structural elements. |
| 49 | Sealing of cracks / porous concrete by injectionprocess through nipples/Grouting complete as per Technical specification.Cement Grout |
| 50 | Provide and mixed plasticized expanding grout admixture like Cerbex 100 of Fosroc or equivalent. |
| 51 | Provide & apply two coats of cementitious water proof coating Paint like Nitocote CM210 of Fosroc or equivalent in wall and ceiling surface after necessary scraping the existing Wall surface, all complete. |
| 52 | Provide and applyshrinkage controlled polymer modified fibre reinforcedcementitious repair mortar like Renderoc SP40 of Fosroc or equivalentup to 12 mm thickness by hand or spray application as per specification. |
| 53 | Provide and apply water based curing compound Concure WB white of Fosroc or equivalent. |
| 54 | Supply and provide mixing polypropylenefibre like Recon fibre to be mixedwith concreteand mortar @ 1.00kg/cum or 150 gm per cement bag( 50 Kgs) as per manufactures specification. |
| 55 | Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m) |
| 56 | Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary |
| 57 | Coal tarirng: One coat |
| 58 | Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. |
| 59 | Painting on steel or other metal surface with any approved bituminous anticorrosive paint after preparing the surface including removing paints, cleaning, smoothening etc. including scaffolding where necessary including cost of all materials complete.Two Coat |
| 60 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 61 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. |
| 62 | Cutting / cleaning / removing jungles, including uprooting / removing of rank vegetation, cutting gran, bush wood cutting gran, bush wood cutting / removing small tree saplings or branches of trees falling under the cutting area at different area of dock and removing spoil up to a distance of 50 m outside the periphery of the area cleared as per direction including all lead, lifts cutting. Instrument, labour etc. complete in all respect |
| 63 | M.S. or W.I. ornamental grill of approved design, joints continuously welded with M.S. W.I. flats and bars for windows railing etc. fitted and fixed with necessary screws and lugs.. Grill weighing above 10 kg/sq. m. and up to 16 Kg. / Sq. m. The weight of grill per sq. m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld. In ground floor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) |
| 64 | Supplying & laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately]. |
| 65 | Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc. Payment to be made on area of cut surface) |
| 66 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 67 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). PVC Pipes(a) 40 mm |
| 68 | (b) 25 mm |
| 69 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge.(Payment will be made on centre line measurement of the total pipeline including specials. )Above Ground(a) 40mm dia. |
| 70 | (b) 25mm dia. |
| 71 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer2000 litre capacity |
| 72 | Lowering G.I. tank (upto and including 1812 litre capacity). From 1st story to G.L. |
| 73 | Labour for lowering plastic water storage tank and stacking in places as directed. Upto 1500 litre capacity. From 1st floor to G.L. |
| 74 | Labour for hoisting plastic water storage tank.Above 1500 litre upto 5000 litre capacity(a) Upto 1st story from G.L. |
| 75 | (b) Extra for each additional story |
| 76 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 77 | Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. |
