|
| 1 | BOQ for Civil works involved in dismantling of structural Emergency Over Head Tank near Titanium shop, MIDHANI |
| 2 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.Extra for dismantling trusses, rafters, purlins etc. of steel work of every additional height of one metre or part thereof beyond 5 metres. (@ 15.0 M to 18.00 M above height) |
| 3 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.Extra for dismantling trusses, rafters, purlins etc. of steel work of every additional height of one metre or part thereof beyond 5 metres(5.00 M to 15.5 M) |
| 4 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.Till 5.00 M |
| 5 | Demolishing R.C.C. work by mechanical means and stockpilling at designated locations and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 6 | Carriage /carting of Dismantled steel structure by mechanical transport including loading, unloading and stacking upto lead of 1kms |
| 7 | BOQ for Construction of parking shed beside QCL Building, MIDHANI |
| 8 | Demolishing RCC work by manually/ mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer- in- Charge. |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge for all kinds of soil |
| 10 | Carriage / Carting of excavated excess earth /Rock by mechanical transport including loading, unloading, stacking and levelling for the required areas upto 1.00 km lead and neatly dressing of disposed earth etc complete as directed by the Engineer-in-charge. |
| 11 | Providing and laying in position cement concrete of PCC 1:4:8 (1 cement, 4 coarse sand (zone-III): 8 aggregate 40mm nominal size) derived from natural sources, work up to plinth level |
| 12 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishingand reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum & with a neat cement punning, when the concrete is still plastic/green & not fully set. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. With Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Providing and laying 12 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 16 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete, as directed by Engineer-in-charge. structural steel, structural door - M.S Steel Insert plates, Angles, including caps, bases, splices etc. built-up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, kerb angles, channels and beams, etc at all levels as per drawing.Also making door with bracings, lock, hinges and all fittings The cost of providing gas cutting including gas bottles, welding machines, welding rods, all tools required etc is in the scope of contractor. |
| 17 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 18 | Providing and fixing 0.5mm thick precoated colour galvalume profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with AZ150 GSM as per IS14246, IS: 277, in 550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required & all necessary fixing accessories. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work Please Enable Macros to View BoQ information |
