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| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. . Upto 150 mm thick. a) In ground floor |
| 2 | Dismantling all types of masonry excepting plain cement concrete of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. a) In ground floor |
| 3 | Dismantling R.C. floor, beams etc including cutting rods and removing rubbish as directed within a lead of 75m including stacking steel bars. a) In ground floor |
| 4 | Singles brick flat soling of picked jhama brick including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)(A) [Pakur Variety]a) In ground floor (1:3:6) proportion. |
| 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety a) In ground floor |
| 7 | Ordinary cement concrete (mix-1:1.5:3) M-20 with graded stone chips (20mm down) excluding shuttering and reinforcement. If any, in ground floor as per IS 456-2000. a) Pakur Variety a) In ground floor |
| 8 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works(b) 25 mm to 30 mm shuttering without staging in foundation .i) In ground floor. |
| 9 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars stirrups, binders etc. including supply of rods, 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. i) Tor Steel/Mild Steel. (a)JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSLa) For works in foundation, basement and upto roof of ground floor/upto 4m. |
| 10 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joist, angle, channels section conforming to IS: 226, IS: 808 & SP (6) 1964 connected to one another with bracket gusset, cleat as per design, direction of Engineer -in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal are welding conforming to IS: 816-1956 & IS:1995 using electrodes of approved make and brand conforming IS: 814-1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumable such as electrodes, gas and hire charges of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. For structural members of specified sections weighing not less than 22.5 Kg/m. |
| 11 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.i) 4mm thick clear glass. |
| 12 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in -charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.(a) In ground floor |
| 13 | 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 and lowering 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 50mm gap in between the outside of the tub well pipe and the bore.150 mm dia boring etc. top enlargment. |
| 14 | 80mm dia boring etc. |
| 15 | Supply P.V.C rigid pipes & fittings (medium duty) conforming to ASTMD-1785 & Threaded to match with G.I. pipes as per I.S 1239 (part-1) i) 150mm dia |
| 16 | ii) 80mm dia |
| 17 | Supplying High density Polythene pipe strainer of approved quality with adapter.a) 80mm dia |
| 18 | Supply, fitting and fixing Reducing Socket. 150 mm x 80 mm. |
| 19 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 20 | Supplying, fitting and fixing G.I. cap at top150 mm. |
| 21 | Supplying fitting and fixing M.S. socket ring.i)150 mm. |
| 22 | Packing the annular space between the outside of the tube-well pipes & stainers and the bore with pea sized gravel of approved quality having size from 2mm to 5mm or size approved by the E.I.C. including cost of all materials, labour and equipment complete |
| 23 | Supplying, fitting and fixing PVC pipes of approved make of schedule 80(medium duty) conforming to ASTDM-1785 and threaded to match with GI pipes as per IS: 1239(part-I) with all necessary accessories, specials viz. socket bend, tee, union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder but clamps, incl. outing pipes, making threads, fitting fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line incl. all specials. No separate payment will be made for accessories specials. Payment for painting will be made separately.) a) PVC Pipes. i) 32 mm dia. |
| 24 | Washing and developing tube-well with air-compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with ‘V’ notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect. |
| 25 | Supplying fitting and fixing S.R. 100 mm. CRI Submersible pump 1 H.P., 14 Stage including submersible cable and Control Panel Board by lowering it into the tube well through lowering pipe at design depth and anchoring for pump vertical, with installation of electrical wire to be required for connecting pump with appliance and to make the pump serviceable by giving demostration with trial run of pump etc. all complete as per direction of Engineer-in-charge |
| 26 | Supplying, fitting and fixing 2.5 Sqm cable (Finolex copper cable) if required as per direction of Engineer-in- charge. Please Enable Macros to View BoQ information |
