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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.2.9.3 Hard rock (blasting prohibited) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size). |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering:1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 5 | Centring and shuttering including strutting, propping etc. And removal of form for:Foundations, footings, bases of columns, etc. for mass concrete |
| 6 | Centring and shuttering including strutting, propping etc. And removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 7 | Centring and shuttering including strutting, propping etc. And removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 8 | Centring and shuttering including strutting, propping etc. And removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 9 | 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 :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)All works up to plinth level. |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level/above PL. |
| 12 | 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) at plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strengthof 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 14 | Fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m (or as per site condition) apart and with 9 horizontal R.B.T. reinforced barbed/punched tape wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strengthof 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Old dismantled concertina coil and punched tape wire provided free of cost by ITBP to be utilised. |
| 15 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m (or as per site condition) apart and with 9 horizontal R.B.T. reinforced barbed/punched tape wire (Punched tape wire to be provided by ITBP free of cost, old dismantled material) , stud tied with G.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strengthof 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Punched tape wire provided free of cost by ITBP to be utilised and concertina coil to be provided by contractor. |
| 16 | Supplying and fixing at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete in V/Y shape as per drawing. |
| 17 | Fixing at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete in V/Y shape as per drawing.(Angle iron post to be provided by ITBP free of cost) |
| 18 | 15 mm cement plaster :1:6 (1 cement : 6 coarse sand) |
| 19 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 coarse sand) |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 21 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 22 | Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within50 metres lead as per direction of Engineer-in-charge :In cement mortar |
| 23 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: |
| 24 | Dismantling barbed wire/flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 25 | Providing and Laying Factory made Flyash based Precast Cement Concrete solid block masonry work with blocks having minimum compressive strength not less than 70kg/sqcm in foundation and plinth with Cement mortar 1:6 (1 Portland Pozzolana Cement : 6 coarse sand).Note: The cement concrete blocks shall contain minimum of 40% flyash by volume of blocks). |
| 26 | Providing and Laying Factory made Flyash based Precast Cement Concrete solid block masonry work with blocks having minimum compressive strength not less than 70kg/sqcm above plinth level upto floor V level with Cement mortar 1:6 (1 Portland Pozzolana Cement : 6 coarse sand).Note: The cement concrete blocks shall contain minimum of 40% flyash by volume of blocks). Please Enable Macros to View BoQ information |
