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| 1 | Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimmingthe sides of trenches, levelling, dressing andramming the bottom, bailing out water as required completeDepth of excavation not exceeding to 1500mm |
| 2 | Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work). (a) With earth obtained from excavation of foundation. |
| 3 | With carried earth arranged by the contractorwithin a radius of 3 km. including cost of carriedearth. |
| 4 | Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with 30 mm down graded shinglesexcluding shuttering In ground floor 1:3:6 proportion |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with gradedstone chips (20 mm nominal size) excludingshuttering and reinforcement,if any, in gound flooras per relevant IS codes. |
| 7 | 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 intersection, complete as per drawing and directionTATA/SAIL/RINL |
| 8 | Hire and labour charges for shuttering withcentering and necessary staging upto 4 m usingapproved stout props and thick hard wood planksof approved thickness with required bracing forconcrete slabs, beams and columns, lintels curvedor straight including fitting, fixing and striking outafter completion of works (upto roof of ground floor) 25 mm to 30 mm shuttering without staging in foundation |
| 9 | 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. (ground Floor) |
| 10 | Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth |
| 11 | 125mm thick Brick work with 1st class bricks in cement mortar (4:1) in Ground floor |
| 12 | Plaster (to wall, floor, ceiling etc.) with sand and cementmortar including rounding off or chamfering corners asdirected and raking out joints including throating, nosingand drip course, scaffolding/staging where necessary(First floor).[Excluding cost of chipping over concretesurface] Ground floorWith 4:1 cement mortar20 mm thick plaster |
| 13 | With 6:1 cement mortar. 15mm thick plaster |
| 14 | With 4:1 cement mortar10 mm thick plaster |
| 15 | Neat cement punning about 1.5mm thick in wall,dado,windowsill,floor etc. Ground floor |
| 16 | Supplying, fitting & fixing 1st quality Ceramic tiles in wallsand floors to match with the existing work & 4 nos. of keystones (10mm) fixed with araldite at the back of each tile &finishing the joints with white cement mixed with colouringoxide if required to match the colour of tiles includingroughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thickcement 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 |
| 17 | WallWith Sand Cement Mortar (1:3) 15 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.(a) Area of each tile above 0.09 Sq.m.Coloured decorative |
| 18 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 19 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. In Ground floor: Two coats. |
| 20 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.On steel surface :With super gloss (hi-gloss) - (except white in shade) |
| 21 | Painting with best quality synthetic enamel 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 steel surface :With super gloss (hi-gloss) - (except white in shade) |
| 22 | M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in |
| 23 | M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables 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. |
| 24 | Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia Jor L hook-bolts, limpet and bitumen washers and puttycomplete with 150 mm. end lap and one corrugationminimum side lap. (Payment to be made on area of finishedwork)(GCI sheet to be supplied by contractor)With 0.60 mm thick |
| 25 | Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping)300 mm lapping each way |
| 26 | Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. (35mm thick)3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary |
| 27 | 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-incharge 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 incidentalchages such as electricity charges, labour insurance charges etc.For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m |
| 28 | Asbestos ridging (with standard lap) fitted and fixed withnecessary hook, bolts, nuts, washers, etc. complete.Serrated adjustable type |
| 29 | Asbestos corrugated (Trafford or similar approved quality)sheet (6 mm thick) work (excluding the supportingframework) fitted and fixed with 9.5mm. dia. J or L hookboltand nuts, limpet and bitumen washers and putty with150 mm end lap & one corrugation minimum side lapcomplete. (Payment should be made on area of finishedwork) |
| 30 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them andlowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in betweenthe outside of the tubewell pipe and the bore. For depth upto 150 metre.40 mm dia. boring etc. |
| 31 | Supplying high density polythene strainer of approved make with adapterconforming to I.S. specifications.40 mm dia. |
| 32 | 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(Dia)40 mm |
| 33 | Supply of G.I. pipes of TATA make including necessary sockets.) 40 mm dia.Medium quality |
| 34 | Supplying, fitting and fixing popular Maya pump no-6 or similarFor 40 mm dia. tube well |
| 35 | Earthwork in excavation from borrow pits (landowned /arranged by the Agency) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) |
| 36 | Carriage up to 3.00km |
| 37 | By Mix in Place Method : Construction of granular sub -base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor wader on prepared surface in proper grade and camber, compacting with vibratory, roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for -Road & Bridge Works of MoRT&H (5th Revision).Granular Sub Base with graded Materials (Table 400-1) Grading-1 |
| 38 | Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches. Please Enable Macros to View BoQ information |
