| 1 | 1 | Earth work excavation in foundation trenches etc.including dressing of sides and ramming of bottoms including getting out the excavated material ,refilling after laying pipe /foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths below natural ground /road top level.in all type soils/saturated soil such as moorum sand,sandy silt,clay,black cotton soil ,kankar etc depth upto 1.5m. | BI01010001010000000000000515BI0100001113 | 120.822 | cum |
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| 2 | 2 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | BI01010001010000000000000515BI0100001114 | 404.105 | cum |
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| 3 | 3 | Carriage of material by mechanical transport including loading,unloading and stacking ;; earth | BI01010001010000000000000515BI0100001115 | 404.105 | cum |
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| 4 | 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery. | BI01010001010000000000000515BI0100001116 | 14.168 | cum |
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| 5 | 5 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001117 | 37.753 | cum |
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| 6 | 6 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001118 | 73.109 | cum |
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| 7 | 7 | Carriage of material by mechanical transport including loading,unloading and stacking ;; brick | BI01010001010000000000000515BI0100001119 | 53.214 | per1000 nos |
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| 8 | 8 | Cement plastering including T&P, scaffolding material and complete labour, including cost of water, curing racking of joints etc. with 12mm cement plaster of mix : (A) 1:4 (1 cement : 4 fine/coarse sand) | BI01010001010000000000000515BI0100001120 | 506.307 | sqm |
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| 9 | 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of heat cement including cement slurry, but excluding the cost of nosing of steps etc. complete (A) 40mm thick | BI01010001010000000000000515BI0100001121 | 55.68 | sqm |
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| 10 | 10 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | BI01010001010000000000000515BI0100001122 | 6000 | kg |
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| 11 | 11 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion Grading - II Material | BI01010001010000000000000515BI0100001123 | 18 | cum |
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| 12 | 12 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100001124 | 18 | cum |
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| 13 | 13 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick | BI01010001010000000000000515BI0100001125 | 264 | sqm |
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| 14 | 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -all work upto plinth level.1:11/2:3(1 cement :1 1/2 coarse sand :3 graded stone aggregate 20mm nominal size. | BI01010001010000000000000515BI0100001126 | 4 | cum |
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| 15 | 15 | Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) or slab in wal, steps, pillars, counters, jambs, shelves, sills etc laid over 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand), jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Bhaislana,Abu,Kishangarh Zebra (Black Marble)\n Upto to 1500 Cm2\n Tiles | BI01010001010000000000000515BI0100001127 | 14.4 | sqm |
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| 16 | 16 | Providing and applying plaster of paris putty of 2 mm thickness over\nplastered surface to prepare the surface even and smooth complete | BI01010001010000000000000515BI0100001128 | 506.307 | sqm |
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| 17 | 17 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001129 | 506.307 | sqm |
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| 18 | 18 | Supply and fixing different type of steel pre-fabricated garden bench/ jhula/ slides and other children play items made of steel duly painted as per approved design and specifications by engineer in charge made of MS pipe, Flates, rectangular hollow section or other steel sections duly welded and or nut bolted where ever required, rubbing and buffing welded joints to make safe for use of children and painted in approved pattern complete as required. | BI01010001010000000000000515BI0100001130 | 1500 | KG |
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| 19 | 19 | Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacture‘s logo of appropriate size Engraved at suitable place. | BI01010001010000000000000515BI0100001131 | 8 | Each |
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| 20 | 20 | Trenching in specified soil upto a depth of 60 cm. including removal and stacking of serviceable materials and then disposal by spreading and neatly leveling within a lead of 50 metres and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding with water (excluding cost of imported earth and sludge or farm-yard manure). | BI01010001010000000000000515BI0100001132 | 22.5 | cum |
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| 21 | 21 | Preparation of mounds of various size and shape by available excavated/surplus/earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc.lead upto 50 meters and lift upto 1.5 m as per direction of officers in charge. | BI01010001010000000000000515BI0100001133 | 22.5 | cum |
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| 22 | 22 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. | BI01010001010000000000000515BI0100001134 | 75 | sqm |
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| 23 | 23 | Grassing with 'Doobs' grass including watering and maintenance of\nthe lawn for 30 days or more till the grass forms a thick lawn free\nfrom weeds and fit for moving including supplying good earth if\nneeded.In rows 7.5 cm apart in either direction | BI01010001010000000000000515BI0100001135 | 420 | sqm |
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| 24 | 24 | Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorbtion less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laidon bed on neat cement slury finished with flush pointing in the white\ncement mixed with pigment to match the shade of the tile complete\n(excluding the the cost of cement plaster on wall and pillar)\n Size 600mm x 600mm | BI01010001010000000000000515BI0100001136 | 29.159 | sqm |
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| 25 | 25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.40 mm nominal outer dia .Pipes | BI01010001010000000000000515BI0100001137 | 100 | metre |
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| 26 | 26 | Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect. | BI01010001010000000000000515BI0100001138 | 20 | Each |
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