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| 1 | Site Clearance |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth. |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In mud mortar incld. Disposal of excavated material within 1 km lead. |
| 6 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet |
| 7 | Chain link Fencing |
| 8 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 9 | Providing and laying stone Nalla Boulders (duly hand packed) incld: dressing and ramming including all carriages complete. |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size Incld. all Carriages. |
| 11 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Incld. all Carriages. |
| 12 | Centering and shuttering incld: proping , struting & removal of same for Foundations, footings basis etc |
| 13 | Providing /fixing of Angle Iron Posts, flats etc (Single Section) of required size incld: bottom to be split & drilling holes as required etc complete |
| 14 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 15 | Cement concrete Coping 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick incld: all carriages |
| 16 | Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 17 | Crate work in Nallah Stones including hand packing of stone in wire crates, placing in position complete job including the cost of crate of 6ft length and knitted bat 16 rft 9using 4mm thick crate work) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Main Gate |
| 20 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 21 | Providing and laying stone Nalla Boulders (duly hand packed) incld: dressing and ramming including all carriages complete. |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size incld: all carriages |
| 23 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) incld: all carriages |
| 24 | Centering and shuttering incld: proping , struting & removal of same for Foundawalls wtc any thicknessfootings basis etc |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Structural Steel work welded in built up sections and tubular steel using , square , rectangular tubes pipes etc work including cutting hoisting , fixing in position and applying Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work incld: primming |
| 27 | P/F of decorative stone tile work for gate pillars for wall lining , backing filled with a grout of 12mm thick average in cement mortar 1 : 3 (1 Cement : 3 coarse sand) including pointing with white cement mortar 1 :2 (1 Cement : 2 marble dust) with an admixture of pigment to match the marble shade etc complete job incld: all carriages involved |
| 28 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade,pasted on substrate by pressure sensitive adhesive backing which shall beactivated by applying pressure conforming to class -II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c allalong the periphery as well as in two vertical rows along with theftresistant measures including the cost of painting with two or more coats ofepoxy paint in grey colour on the back side of aluminum sheet includingappropriate priming coat. The rate includes the cost of rounding off thecorners, lowering down the structural frame work from the gantry, fixingand erecting the same in position all complete as per drawing,specification and direction of Engineer-in-charge (Structural frame workincluding M.S. plate to be provided separately. Rectangular area of thesheet only shall be measured for payment).Overhead informatory . Please Enable Macros to View BoQ information |
