| 1 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil | BI01010001010000000000000515BI0100001113 | 15.99 | cum |
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| 2 | 2 | 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. | BI01010001010000000000000515BI0100001114 | 11.546 | cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: -1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001115 | 4.9426 | cum |
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| 4 | 4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work up to plinth level 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 1.136 | cum |
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| 5 | 5 | RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 1.752 | cum |
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| 6 | 6 | 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 reinforcement5.3.1 RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 0.396 | cum |
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| 7 | 7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001119 | 328.4 | kg |
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| 8 | 8 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001120 | 11.4604 | cum |
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| 9 | 9 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001121 | 86.04 | sqm |
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| 10 | 10 | 12 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001122 | 107.595 | sqm |
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| 11 | 11 | 12 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including Neat cement punning | BI01010001010000000000000515BI0100001123 | 81.12 | sqm |
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| 12 | 12 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001124 | 5.68 | sqm |
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| 13 | 13 | Centering shuttering including struttings, propping etc. and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001125 | 24 | sqm |
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| 14 | 14 | Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001126 | 4.262 | sqm |
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| 15 | 15 | Providing and fixing 1st quality ceramic glazed wall tilesconforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge inskirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001127 | 5.2 | sqm |
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| 16 | 16 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | BI01010001010000000000000515BI0100001128 | 441 | kg |
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| 17 | 17 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 0.63mm thick with zinc coating not less than 275gm/m2 | BI01010001010000000000000515BI0100001129 | 51.6 | sqm |
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| 18 | 18 | Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers including a coat of approved steel primer and two coats of approved paint complete. 0.63mm thick with zinc coating not less than 275gm/m2 | BI01010001010000000000000515BI0100001130 | 14 | sqm |
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| 19 | 19 | 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: In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. | BI01010001010000000000000515BI0100001131 | 279.18 | kg |
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| 20 | 20 | 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:- Using M.S. angels 40x40x6 mm for diagonal braces. | BI01010001010000000000000515BI0100001132 | 14.4 | sqm |
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| 21 | 21 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipe - 110 mm OD | BI01010001010000000000000515BI0100001133 | 5 | m |
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| 22 | 22 | Providing and fixing white vitreous china water closetsquatting pan (Indian type) Long pattern W.C. pan of size 580 mm | BI01010001010000000000000515BI0100001134 | 1 | Nos |
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| 23 | 23 | Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wallthickness 2.0mm+/- 02mm. corners of the door\nframe to be jointed with galvanized brackets and ,stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3 nos stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-In-Charge. Extruded section Profile size 48x40 mm. | BI01010001010000000000000515BI0100001135 | 4.65 | mtr |
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| 24 | 24 | Providing and fixing to existing door frames. 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised /plastic brackets of size 75×220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserying galvanised MS tube of size 20×20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of \"H\" Section, a UPVC hollow section of size 100×24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic /galvanised MS \"U\" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontaly 6 mm galvanised MS rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-In-Charge. (for W.C. and Bathroom door shutter). | BI01010001010000000000000515BI0100001136 | 1.2 | sqm |
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| 25 | 25 | Drilling and boring of tube well in any strata or any suitable method in/cl disposal of soil collection of sample of strata with during drilling of various level with necessary supply of drilling materials such as coudling method etc. complete as per direction of the engineer-in-charge. | BI01010001010000000000000515BI0100001137 | 33 | mtr |
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| 26 | 26 | Lowering of 40 mm dia of PVC pipe & fitting with socket of any thickness PVC stainer in/cl. Weightness of each pipe and stainer in/cl. Necessary threading refilling fixing as pump seat complete as per direction of the Eng-in-charge. | BI01010001010000000000000515BI0100001138 | 30 | mtr |
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| 27 | 27 | Supply of complete hand pump of approved quality at site of work. | BI01010001010000000000000515BI0100001139 | 1 | nos |
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| 28 | 28 | Supply of 40 mm dia GI point bail plug of approved quality at site of work. | BI01010001010000000000000515BI0100001140 | 1 | nos |
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| 29 | 29 | Supply of 40 mm dia PVC stainer of approved quality in/cl. In complete at site of work. | BI01010001010000000000000515BI0100001141 | 1 | nos |
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| 30 | 30 | Supply of 40 mm dia PVC pipe of approved quality in/cl. In carrying at site of work. | BI01010001010000000000000515BI0100001142 | 27 | mtr |
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| 31 | 31 | Supply of GI nipple 2 ft. long of approved quality at site of work. | BI01010001010000000000000515BI0100001143 | 1 | nos |
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| 32 | 32 | Supply of 40 mm dia GI socket of approved quality at site of work. | BI01010001010000000000000515BI0100001144 | 1 | nos |
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| 33 | 33 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved brand and manufacture and of required shade and colour complete as per manufacurer's specification on new work ( two or more coats ). [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001145 | 108 | sqm |
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| 34 | 34 | 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] | BI01010001010000000000000515BI0100001146 | 51.84 | sqm |
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| 35 | 35 | 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] | BI01010001010000000000000515BI0100001147 | 43.72 | sqm |
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