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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 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 up to 1.5 m. |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | 12 mm cement plaster of mix : |
| 21 | 1:6 (1 cement: 6 fine sand) |
| 22 | 20 mm cement plaster of mix : |
| 23 | 1:6 (1 cement: 6 fine sand) |
| 24 | Providing and fixing plain lining/ flooring with necessary screws/nuts & bolts/nails fixed on wooden /steel frame work, complete as per direction of Engineer-in-charge. |
| 25 | a) 12mm thick Marine ply (BWP) grade conforming to IS : 710:2010 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 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 Engineer in- 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. |
| 27 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 28 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 30 | Two or more coats on new work. |
| 31 | Assembling/Erection of BTS shelter of size 3.13X2.14X2.75 m including jointing the panels with pop up rivets, injecting the silicon sealant at panel joints and fixing to the bottom runners with SS nuts. Cost includes all labour charges , materials like Silicon sealant, pop up rivets and ss nuts & bolts of size M6X75mm etc. all complete. |
| 32 | Dismantling of BTS shelter of size 3.13X2.14X2.75 m including stacking of shelter panels in good condition for re-erection etc. all complete as directed by Engineer-In-Charge. |
| 33 | Mechanical transportation of BTS shelter(3.13X2.14X2.75) materials from BTS site Kotakonda, to BTS site at Damaragidda including, loading ,unloading and stacking in good condition etc. all complete . Approx. lead of 30.0km |
| 34 | Providing and laying of 2.00 mm thick Antistatic polyvinyl chloride sheet of approved brand TUSKER or equivalent on a smooth and damp proof base using rubber based adhesives (viz. Dunlop 8753 or equivalent) including rolling with light wooden roller weighing about 5 kg all complete including providing 40 mm wide copper strip fixed to floors with rivets / nails where ever required as per manufacture specifications. The copper strip shall be provided along the periphery of the room leaving 200mm border and under all pvc sheet joints. The copper strip shall be exposed at required locations. The rate includes all materials specified above. |
| 35 | Providing and fixing anchor fasteners (expansion fasteners) of approved quality including drilling holes in RCC and fixing complete |
| 36 | a) 12 mm dia and 100mmm length Please Enable Macros to View BoQ information |
