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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, leveling, and dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm SOR PWD (BUILDING) PAGE NO :- 1 , ITEM NO :- 2 (a), |
| 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. SOR PWD (BUILDING) PAGE NO :- 1 , ITEM NO :- 2 (a), |
| 3 | (A) Filling in foundation trenches or plinth with silver sand in layer not exceeding 150 mm as directed and consolidating same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity of work). SOR, PWD (BUILDING), PAGE NO :- 2 , ITEM NO :- 4 A |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. a) Pakur Variety SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-24, ITEM NO :- 4 |
| 5 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth B.S. ITEM NO -08, Page- 15 |
| 6 | b) Superstructure (1:6) |
| 7 | Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating nosing and drip course where necessy. (i) With 1:4 cement mortar. 15 mm thick plaster. In Ground Floor RATE ANALYSIS ENCLOSED |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. B.S. ITEM NO -15, Page- 192 |
| 9 | 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. (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. B.S. ITEM NO -36 C, Page- 42, |
| 10 | 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). (f) 25 mm to 30 mm shuttering without staging in foundation SOR, PWD (BUILDING), PAGE NO:-42, ITEM NO :- 36(f) |
| 11 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes. i) Pakur Variety Rate Analysis Enclosed SOR, PWD (BUILDING), PAGE NO:-26, ITEM NO :- 10 Rate Analysis Enclosed |
| 12 | Reinforcenment 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 lenght, hooking and bending to correct shape, plicing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. I. SAIL/ TATA/RINL B.S. ITEM NO -40, Page- 43, 10 TH CORR. SOR, PWD (BUILDING), PAGE NO:-43, ITEM NO :- 36(f) |
| 13 | 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- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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.I) For structural members of specified sections weighing less than 22.5 Kg./mSOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1 |
| 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 ncluding cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using lectrodes 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 toolsand plantsand 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 elevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of inishedstructural 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.i) For roof truss works a) Span up to 12 MtrSOR, PWD (BUILDING), PAGE:- 101 , ITEM :- 2A ,3RD CORRI. |
| 15 | Supplying, fitting & fixing polycarbonate sheet of approved make & brand conforming to IS: 14443-1997 and having 50 micron UV protection layer under co-extrusion technology, Fire rating being B-s1 as per EN13501-1 certification, fitted and fixed with 60mm wide aluminium channel section top and bottom member in dry-glaze sandwitch system, (unit wt. of top and bottom members: 0.375 kg/m & 0.69 kg/m) of approved brand and profile, EPDM quality rubber gaskets, anti dust tape, end closer \\"C\\" channel and 75 mm long Self tapping screw being drilled through the centre leg of the bottom section with nuts placed at 300 mm apart without anyway puncturing the polycarbonate sheet, EPDM Washer 16 mm dia & 3 mm thick washer etc complete strictly as per manufacturers specification and direction of Engineer-inCharge. (Payment to be made on area of finished work) .In Roof:- Natural/ Blue/Green/Bronze/Opal/Metallic grey colour. A0WITH 2 WALL 6MM OVER ALL THICKNESS SOR PWD (BUILDING), PAGE:- 86 ,ITEM 22(A) |
| 16 | (a) 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…. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. B.S. ITEM NO -13, Page- 104, |
| 17 | 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 150 mm apart complete in all respect as per design including cost of all labour and materials. B.S. ITEM NO -15, Page- 105, |
| 18 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor. B.S. ITEM NO -16, Page- 105, |
| 19 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make 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, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e). (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (B) Light Colour B.S. ITEM NO -36 i,b, Page- 66 |
| 20 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with nonfriction projecting type, box type hinges, glazing clips,lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing in Ground floor. Flash butt welded windows and ventilators (No shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] B.S. ITEM NO -20, Page- 93 |
| 21 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (i) Sal Local. Note: Extra for Lifting Charges for each additional floor, i) Rs. 200/- per Cu.m (upto 4th floor) B.S. ITEM NO -01, Page- 114 |
| 22 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm, (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. B.S. ITEM NO -01, Page- 117 |
| 23 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately), (b) 40mm X 6mm, 200mm Length B.S. ITEM NO -04, Page- 140 |
| 24 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (iv) 75mm. X 47mm. X 1.70mm. B.S. ITEM NO -05, Page- 140 |
| 25 | Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (b) 250mm long. B.S. ITEM NO -05, Page- 141 |
| 26 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, 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. SOR, PWD (BUILDING), PAGE:- 212 , ITEM :- 21 |
| 27 | B) Bend 87.5 degree,(ii) 110 mm. Dia. |
| 28 | Priming one coat on steel or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1 |
| 29 | 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 steel surface ii) Two Coats (except white in shade) SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 2 |
| 30 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1 (b) |
| 31 | 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 : (a) On timber or plastered surface :(iv) Two coats (with any shade except white). SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 2(A),a)(iv) |
| 32 | Sub Total |
| 33 | GST 18% |
| 34 | CESS 1% Please Enable Macros to View BoQ information |
