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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge for all kinds of soil |
| 2 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre,as per direction of Engineer-in-charge. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | 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. |
| 5 | 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 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and 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. |
| 7 | Steel reinforcement for R.C.C. work including traightening, cutting, bending, placing in position and binding all complete upto plinth level. With Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns etc complete as per instructions of EIC |
| 9 | 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) |
| 10 | Providing and laying 12 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 11 | Supply and fixing in position powder coated aluminum fully glazed windows of approved colour using Aluminum 3 track box section frame with top and verticle sides and for frame bottom using sliding shutters made out of aluminum sections, inside the h-section for top and bottom and plain section for ends including making window wheathering seal proof and mounted in fibre wheels 2 nos for each shutter and fixed 5 mm thick plain black tilted glass of 1st quality with necessary PVC rubber beeding alround including providing 2 nos maruti lock cleat for window with 7.5mm thick aluminum grill as approved by the department @ 3.58/kg/m2 and separate mosquito mesh frame at the back side of the window including cost and coveyance of all materials, labour charges for making, erecting in position etc., . gaps between wall and Al frame shall be closed with white cement, where ever required complete as per instruction of E.I.C. |
| 12 | 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. |
| 13 | 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. |
| 14 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer) |
| 15 | Applying priming coats with water thinnable cement primer having low VOC (Volatile Organic Compound) content less than 50 grams/litre and Painting two coats with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 16 | 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 |
