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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority : Executive Engineer PWD (R&B) Division Khour Name of Work: CONSTRUCTION OF ELEMENTARY ACR AT M.S SARYALLA. Contract No: Fresh E-NIT NO. 67 Tender cost=Rs. 10.10 LACS, Time of Completion= 2 Months y Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S.No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) Crushed . |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed stone agg |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) crushed |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 7 | Extra for brick work with common burnt clay bricks / cement concrete bricks in superstructure above plinth level upto floor five level. |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). crushed |
| 9 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Centring and Shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns. |
| 12 | Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams,girders, bressumers and centilevers. |
| 13 | Centring and Shuttering including strutting, propping etc and removal of form work Suspended floors, roofs, landings, balconies and access platform |
| 14 | Centring and Shuttering including strutting, propping etc and removal of form work for Edges of slabs and breaks in floors and walls.Under 20cms wide |
| 15 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand). |
| 16 | 15mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 17 | 12mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 18 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate. |
| 19 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). 35mm Thick Second class deodar wood. |
| 20 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick .Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked |
| 21 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws Second class Kail wood |
| 22 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 tower bolt200x10mm |
| 23 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 tower bolt100x10mm |
| 24 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 handle 125mm |
| 25 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 handle100mm |
| 26 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 Door stopper |
| 27 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm |
| 28 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre, two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications |
| 29 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 30 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work. |
| 32 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete. |
| 33 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 34 | Wiring for light point / fan point / exhaust fan point / call bell pointwith 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit , withmodular switch , modular plate , suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required |
| 35 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 110 mm diameter. |
| 36 | Decorative painting which includes beautification on walls by way of alphabets writing , picture drawing of slogan , numerical , cartoon images as per BALA (building as learning and pattern) completed job. (LMR) |
| 37 | Providing and fixing strips in joints of terrazzo/ cement concrete floors.40 mm wide and 4 mm thick |
| 38 | Carrages of Materials by M.T sand from on avg 30 km |
| 39 | Carrages of Materials by M.T Stone agg. Below 40 mm from on avg 30 km |
| 40 | Carrages of Materials by head load including loading/unloading and stacking complete. Stone Aggregate below 40mm upto 1.5 Km |
| 41 | Carrages of Materials by head load including loading/unloading and stacking complete. Sand lead upto 1.5 Km |
| 42 | Carrages of Materials by M.T Brick from on avg 60 km |
| 43 | Carrages of Materials by head load including loading/unloading and stacking complete. Bricks lead upto 1.5 Km Total in Figures 1010000.05 1010000.05 Ten Lakh Ten Thousand and Paise Five Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
