| 1 | 1.1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 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. | BI01010001010000000000000515BI0100001112 | 121410 | Sqm |
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| 2 | 1.2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. \n -All kinds of soil. | BI01010001010000000000000515BI0100001113 | 1171.64 | cum |
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| 3 | 1.3 | 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. \n -All kinds of soil | BI01010001010000000000000515BI0100001114 | 781.09 | cum |
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| 4 | 1.4 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001115 | 168.27 | cum |
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| 5 | 1.5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –all work up to plinth level. | BI01010001010000000000000515BI0100001116 | | |
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| 6 | 1.51 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001117 | 124.18 | cum |
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| 7 | 1.6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level: | BI01010001010000000000000515BI0100001118 | | |
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| 8 | 1.61 | i)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 363.33 | cum |
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| 9 | 1.7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- | BI01010001010000000000000515BI0100001120 | | |
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| 10 | 1.71 | (i) In plinth and skirting courses, fillets, columns, pillars, posts and struts \n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001121 | 211.2 | cum |
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| 11 | 1.8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- | BI01010001010000000000000515BI0100001122 | | |
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| 12 | 1.81 | (i) A) In wall (any thickness), including attached pilasters, buttresses, piers, abutments etc. \n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001123 | 84.86 | cum |
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| 13 | 1.9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. | BI01010001010000000000000515BI0100001124 | | |
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| 14 | 1.91 | (i) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. \n -1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 345.16 | cum |
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| 15 | 2.1 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement | BI01010001010000000000000515BI0100001126 | | |
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| 16 | 2.11 | (i) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001127 | 2.25 | cum |
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| 17 | 2.2 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. | BI01010001010000000000000515BI0100001128 | | |
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| 18 | 2.21 | i) TMT bar. | BI01010001010000000000000515BI0100001129 | 140952 | kg |
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| 19 | 2.3 | Centering shuttering including strutting, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001130 | | |
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| 20 | 2.31 | (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank. | BI01010001010000000000000515BI0100001131 | 2941.58 | sqm |
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| 21 | 2.32 | (ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. | BI01010001010000000000000515BI0100001132 | 3435.6 | sqm |
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| 22 | 2.33 | (iii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply. | BI01010001010000000000000515BI0100001133 | 3310.4 | sqm |
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| 23 | 2.34 | (iv) Suspended floors, roofs, landings, balconies and access platform with timber planks. | BI01010001010000000000000515BI0100001134 | 18 | sqm |
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| 24 | 2.35 | (v) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply. | BI01010001010000000000000515BI0100001135 | 720 | Sqm |
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| 25 | 2.4 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- | BI01010001010000000000000515BI0100001136 | | |
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| 26 | 2.41 | i)In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001137 | 7104 | sqm |
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| 27 | 2.5 | First class brick work in foundation and plinth including cost of all materials as required complete: | BI01010001010000000000000515BI0100001138 | | |
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| 28 | 2.51 | i) In cement mortar 1:6 ( 1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001139 | 9.33 | cum |
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| 29 | 2.6 | 15 mm cement plaster on the rough side of single or half brick wall of mix: | BI01010001010000000000000515BI0100001140 | | |
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| 30 | 2.61 | i)In cement mortar 1 : 4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001141 | 8160 | sqm |
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| 31 | 2.7 | 12 mm cement plaster of mix. | BI01010001010000000000000515BI0100001142 | | |
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| 32 | 2.71 | i) In cement mortar In cement mortar 1 : 4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001143 | 8336 | sqm |
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| 33 | 2.8 | Neat cement punning. | BI01010001010000000000000515BI0100001144 | 15.36 | sqm |
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| 34 | 2.9 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. | BI01010001010000000000000515BI0100001145 | 3500 | kg |
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| 35 | 3.1 | Providing 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 required. | BI01010001010000000000000515BI0100001146 | 4593.37 | kg |
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| 36 | 3.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. | BI01010001010000000000000515BI0100001147 | | |
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| 37 | 3.21 | i) Using flats 30x6mm for diagonal braces and central cross piece. | BI01010001010000000000000515BI0100001148 | 10.68 | Sqm |
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| 38 | 3.3 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required. | BI01010001010000000000000515BI0100001149 | | |
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| 39 | 3.31 | i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. | BI01010001010000000000000515BI0100001150 | 2300 | kg |
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| 40 | 3.4 | Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001151 | 116 | sqm |
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| 41 | 3.5 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001152 | 320 | sqm |
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| 42 | 3.6 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001153 | 16320 | Sqm |
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| 43 | 3.7 | Providing and fitting fixing 0.60m meter high M.S Barbed wire (12x12) Gauge thick provided with 6 horizontal line fencing fixed with 50x50x6mm MS equal angle provided over RCC post Placed every 2.50m center to center apart embedded complete and as per direction by the engineer in charge . (Cost of 50x50x6mm MS equal angle and RCC post to be paid separately) | BI01010001010000000000000515BI0100001154 | 3400 | Mtr |
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| 44 | 3.8 | Construction of Embankment with Materials obtained from Borrow pits.\n\nConstruction of Embankment with approved materials obtained from Borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per MoRT&H Technical specification clause of section 300. | BI01010001010000000000000515BI0100001155 | 30716.7 | cum |
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| 45 | 3.9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\n - All kinds of soil. | BI01010001010000000000000515BI0100001156 | 8741.52 | cum |
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| 46 | 4.1 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. Complete. | BI01010001010000000000000515BI0100001157 | 15.12 | Sqm |
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