|
| 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 of75m.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 | Earth work in excavation of foundation trenches or drains in all sorts of soil but excluding laterite or sandstone including removing spreading or stacking the spoilswithin a lead of 75m. as directed. The item includes leveling, dressing and ramming the bottom bailing out water as required complete.i) Depth of excavation not exceeding, 1.50 metre. |
| 5 | Earthwork in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.i) With earth obtained from excavation of foundation. |
| 6 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding150 mm. including breaking clods and consolidating the same by ramming and dressing complete.(i) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth. |
| 7 | 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 in measurement of finished quantity.) |
| 8 | 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. |
| 9 | (I) Cement concrete with graded stone ballast (40 mmsize excluding shuttering)(A) [Pakur Variety]a) In ground floor (1:3:6) proportion. |
| 10 | 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 |
| 11 | 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 |
| 12 | Supplying and laying Polythene Sheet (150gm./ sqm.) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 13 | 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.(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of EIC.i) In ground floor. |
| 14 | (b) 25 mm to 30 mm shuttering without staging in foundation |
| 15 | 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/upto4m. |
| 16 | Brick work with 1st class bricks in cement mortar(1:4).a) In foundation and plinth. |
| 17 | 125mm tick brick work with 1st class bricks in Cement mortar (1:4) a)In ground floor. |
| 18 | Neat cement punning about 1.5mm thick in wall, dado, window, sills, floor drain etc. using cement @ 0.152 Cum/100 Sqm . |
| 19 | Plaster (to wall ,floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]i) With (1:4) cement mortar.a) 10mm thick plaster.A) In ground floor |
| 20 | ii) With (1:6) cement mortar.a) 15mm thick plaster.A) In ground floor |
| 21 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]Red Variety.(i) 30 mm. thick |
| 22 | 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. |
| 23 | Supplying Crushed stone ( Trap stone ) shall be of 40 mm ( Ungraded ) nominal size. 40 mm size. Pakur Variety. (Washing should be done before spreading of gravels over base) Please Enable Macros to View BoQ information |
