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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. |
| 2 | Sand filing in foundation and plinth in layers not exceeding 150mm as directed and consolidating same by through situration with water, ramming, complete in/c the cost of materials. Fine Sand. |
| 3 | Single layer B.F.S. with picked jhama / 1st class bricks in/c ramming and dressing bed to proper level and filling joints with fine sand. |
| 4 | Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. In Ground floor with (6:3:1) proportion |
| 5 | Ordinary Cement Concrete M20 (mix 3:1.5:1) with graded stone chips (20 mm.down) excluding shuttering and reinforcement, if any, in ground floor. as per IS 456- 2000 Pakur / Chandil varaity |
| 6 | 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. |
| 7 | 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. (upto roof of G. F.) |
| 8 | Brick work with 1st class bricks in Sand cement mortar (4:1) in drain walls with weep holes complete. |
| 9 | Brick work with 1st class bricks in Sand cement mortar (4:1) in drain walls with weep holes complete. Superstructure |
| 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor) (i) With (6:1) cement mortar i) 15 mm.thick plaster - |
| 11 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 12 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm thick. |
| 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-in charge 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. For structural member of specified section weighing less than 22.5kg/m |
| 14 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).a) With 0.5 mm thick sheet |
| 15 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)A) 300 mm lapping each way b) With 0.63 mm sheet |
| 16 | Add Add for GST @ 18.00% |
| 17 | Add Labour welfare cess @ 1.00 % Please Enable Macros to View BoQ information |
