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| 1 | Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer |
| 2 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 3 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. Measurement will be taken on finished compacted section only). |
| 4 | Providing and laying P.C.C. (1:3:6) in foundation trench and below flooring using 40mm down graded chrusher broken HG Metal, including compaction, curing including cost of all materials and labour etc. complete as per direction of Engineer- In -Charge. |
| 5 | Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in Foundation including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. |
| 6 | Ground Floor |
| 7 | Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. |
| 8 | Ground Floor |
| 9 | R.C.C. work of M20 using 20mm and down graded hard granite crusher broken chipes including laying,hosting,centring & shuttering with all cost,conveyance of material etc.complete. |
| 10 | Footing/Pile cap |
| 11 | Column |
| 12 | Plinth beam |
| 13 | Coping Slab |
| 14 | Supply M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of reinforcement and binding wire 18 to 20 gauge. |
| 15 | Ground Floor |
| 16 | 12 m.m thick cement plaster in cement mortar of mix (1:6) in all floors at all height using screened & washed sharp river sand for mortar with approved quality of cement, finished smooth to the rough surface of the brick masonry walls after racking out the joints properly ,providing grooves wherever necessary including cost, conveyance, loading, unloading,stacking, royalties and taxes of all Materials, cost of all Labour, T&P, Sundries , Scaffolding, Watering, Curing,Rounding of corners etc. required for the work complete etc. as directed by the Engineer- in -charge. |
| 17 | Ground Floor |
| 18 | 16 m.m thick cement plaster in cement mortar of mix (1:6) in all floors at all height using screened & washed sharp river sand for mortar with approved quality of cement, finished smooth to the rough surface of the brick masonry walls after racking out the joints properly ,providing grooves wherever necessary including cost, conveyance, loading, unloading,stacking, royalties and taxes of all Materials, cost of all Labour, T&P, Sundries , Scaffolding, Watering, Curing,Rounding of corners etc. required for the work complete etc. as directed by the Engineer- in -charge. |
| 19 | Ground Floor |
| 20 | Providing two coats of Exterior grade weather seal paint from BERGER/ASIAN PAINT/ICI/NEROLAC over a coat of Priming (with water based Exterior Primer)of approved quality and colour, using the required quantity of paint as specified by the manufecturer to give all external surface over the finished plaster surface including watering the surface before applying and curing for the required period as directed by the Engineer-in-charge including cost of all materials with taxes and transportation, all labour, scaffolding, sundries, T&P etc. complete. |
| 21 | Ground Floor |
| 22 | Supplying, fitting and fixing M.S. grill made out of structural steel, flats, plates, Square bars, confirming to IS specification for windows, ventilators etc. as per drawing and design, fixed to walls with clamps including 1 priming coat with approved metal primer and making good to all damages in walls and floors etc. including cost of all materials, labour, conveyance, taxes, royalties, scaffolding, sundries, tools and plants, etc., complete as per the direction of the Engineer-in-charge. |
| 23 | Providing and painting two coats with synthetic enamel paint of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height over a coat of primer of approved quality and shade including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 24 | Ground Floor Please Enable Macros to View BoQ information |
