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| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety](a) 1:3:6 proportion |
| 6 | 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 aftercompletion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floorheight shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 7 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as perdirection of Engineer-in charge. Consumption of cement will not be less than300 Kg of cement with Super plasticiser per cubic meter of controlledconcrete but actual consumption will be determined on the basis ofpreliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture]M 25 Grade(i) Pakur Variety |
| 8 | Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 9 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor. |
| 10 | Labour for Chipping of concrete surface before taking upPlastering work |
| 11 | Stripping off worn out plaster and raking outjoints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 12 | a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department] |
| 13 | Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification onsmooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torchemploying extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-chargeall complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).Membrane Property: Softening Point > 150 deg C, ColdFlexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse) |
| 14 | 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 erection8 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 partthereof.i) For roof truss worksa) Span up to 12 Mtr |
| 15 | Holding down bolt with nut including 100 x 100 x 6 mm plate washerat bottom fitted complete and packing the hole with cement concreteor cement grout as directed.(i) 16 mm dia bolt(a) 300 mm long |
| 16 | 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 yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:-a) With 0.5 mm thick sheet |
| 17 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface](i) With 1:6 cement mortar(a) 25 mm thick plaster |
| 18 | (ii) With 1:4 cement mortar. (b) 15 mm thick plaster |
| 19 | M.F. suspended ceiling made with 12.5 mm thick Gypsum plaster board includingG.I. perimeter channel of 0.55 mm flush (having two flanges 20 mm and 30 mmrespectively and web 27 mm ) along with perimeter of ceiling with G.I.intermediate channel of 0.9 mm thick size 45 mmx15mm placed at 750 mm c/cwith G.I. ceiling angle of size 25 mmx10mmx0.55 mm thick fixed to the ceilingwith G.I. Cleat and steel expansion fastener ceiling section 0.55 mm thick of size51.50 mmx26mm fixed to the intermediate channels with the help of connectingclip and in the direction of perpendicular to the intermediate channel of 300 mmc/c 12.5 mm thick Gypsum plastered board are to be fixed under ceiling section asabove by machine screws. The boards are to be joined and finished with jointingcompound, paper tape and application of top coat etc. as per the direction ofEngineer-in-charge. (The rate includes of cost of all materials including taxes,cost of accessories, fittings and fixtures, scaffolding and labour charges etc.complete)In ground floor |
| 20 | Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of theEIC.In Ground Floor:(a) One Coat |
| 21 | Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.b) Premium 100% Acrylic Emulsion |
| 22 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes:(ii) 110 mm. Dia. |
| 23 | c) Bend 87.5 degree(ii) 110 mm. Dia |
| 24 | d) Shoe(ii) 110 mm. Dia. |
| 25 | (a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sandpapering etc. |
| 26 | (A) Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With other than hi-gloss of approved quality(iv) Two coats (with any shade except white) |
| 27 | Supplying, fitting & fixing of partly glazed partly panelled or fully glazedsingle leaf Aluminium swing door of all aluminium sections viz doorframe ( top and side frame), shutter( top rail, bottom rail, lock rail, doorvertical) , glazing clip made of Aluminium Alloy Extrusions conforming toIS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868-1983, fitted with all other accessories viz. EPDM gusket,cleat, anglescrews etc. including labour charges for fitting and fixing of aluminiumdoor with door spring,/aluminium hinges, glass / Panel board allcomplete as per architectural drawings and direction of Engineer-incharge.( Excluding cost of glass/ panel board, door spring/ Al hinges, doorcloser, door stoper, handle, tower bolt and locking arrangment etc)10-12 Micron thickness Annodizing filmNatural white |
| 28 | Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987.iii) 5mm thick clear glass. |
| 29 | Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engravingthe rear surface of ACP sheet) with CP angles, cleats and strainless Steelscrews forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP)(b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) |
| 30 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISImark.(vii) 100mm. X 58mm. X 1.90mm |
| 31 | Anodised aluminium barrel / tower / socket bolt (full covered) of approvedmanufactured from extruded section conforming to I.S. 204/74 fitted and fixedwith cadmium plated screws:(vi) 200mm long x 10mm dia. bolt. |
| 32 | i) Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixedcomplete.(a) Heavy type (I.S.I. size 3) |
| 33 | (i) Door stopper.(Brass) |
| 34 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length(b) 110 mm |
| 35 | x) Bend 87.5º(b) 110 mm |
| 36 | xvi) Pipe Clip(b) 110 mm |
| 37 | Add: SGST 9 % + CGST 9% = 18 % |
| 38 | Labour Wellfare Cess 1% Please Enable Macros to View BoQ information |
