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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. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring |
| 3 | (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary. |
| 4 | Earth work 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. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 5 | (A) 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 on measurement of finished quantity). |
| 6 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).(a) Depth up to 1.5 m. |
| 7 | (b) For additional depth beyond 1.5 m. and up to 3.00 m |
| 8 | (c) For additional depth beyond 3.00 m. |
| 9 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 12 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety |
| 13 | 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 (upto roof of ground floor)(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 14 | Reinforcement 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 length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild SteelII. Other thanManufacturers not specified |
| 15 | Constructing gully pit to a depth of 1.50m (Inside) with 250mm th. 1st class Brick Work (1:4) in all sides over a layer of jhama brick soling & 100mm th. jhama cement concrete (1:4:8) including necessary earth work, providing approved type C.I.Syphone (225mm dia) with topping RCPC gully grid (15MT load bearing capacity) constructing invertwith brick-on-edge, including 20mm th. inside cement plaster (1:4) finished with neat cement punning, at the top 150mm th. R.C.C. slab (1:1.5:3) with stone chips including necessary reinforcement,shuttering as per standard drawing and as directed by E-I-C complete in all respect and removal of surplus earth with all costs of labour and materials.Inside measurement of gully pit, 1100mm× 600mm |
| 16 | Supplying, fitting and fixing yard gully with approved H.C.I. grating complete.(i) 225 mm X 150 mm with 230 mm gratings |
| 17 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S- 12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 700 mm X 100 mmFrame: 910 mm X 185 mmopening: 560mmWeight: 245 kg (approx) |
| 18 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick |
| 19 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
| 20 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.(iii) 150mm diameter |
| 21 | Supplying Eucalyptus Bullah piles at work site, inclunding dressing and making one end pointed.ii)100 mm diameter(Runner) |
| 22 | Labour for driving sal bullah Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position protection the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 150mm diameter |
| 23 | Labour charge for fitting & fixing 10cm to 13cm diameter sal bullah as ties and runners including cost of nuts & bolts required complete as per direction of EIC |
| 24 | Coal tarring on wooden surfaces including cost of materials single coat.a)Double coat |
| 25 | Supply empty cement bags in good condition. |
| 26 | Filling empty cement bags with dry earth or sand stitching the bag (cost of thread included and carrying and placing them in position and all incidental charge complete but excluding cost of sand and gunnybags) |
| 27 | Cost of Silver Sand as per approved specification stacked at site. |
| 28 | Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C |
| 29 | GST @ 18%on SL No 1 to 24 |
| 30 | Cess @ 1% on SL No 1 to 25 Please Enable Macros to View BoQ information |
