| 1 | 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as perdirection of the Engineer-in-Charge . (P-278, Sl-12.01, PWD Road), Depth up to 3.00m | BI01010001010000000000000515BI0100001112 | 19.09 | cum |
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| 2 | 2 | Cement concrete with 30mm graded shingles excluding shuttering in ground floor (a) 1:3:6 proportion (B) with NB varity | BI01010001010000000000000515BI0100001113 | 3.51 | cum |
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| 3 | 3 | Ordinary cement concrete mix (1:2:4) with graded stone chips (20mm minimum size) excluding shuttering and reinforcement if any in ground floor as per relevant IS Code (a) River Bazree | BI01010001010000000000000515BI0100001114 | 14.1 | cum |
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| 4 | 4 | 125 mm. thick B/W with 1st class bricks in cement concrete mortar (4:1) in gr. Floor.. | BI01010001010000000000000515BI0100001115 | 165 | sqm |
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| 5 | 5 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar\nincluding rounding off or chamfering corners as directed and\nraking out joints including throating, nosing and drip course,\nscaffolding/staging where necessary (Ground floor).[Excluding\ncost of chipping over concrete surface], 1:4, 10mm | BI01010001010000000000000515BI0100001116 | 362.003 | sqm |
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| 6 | 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as perspecification and direction. \na) 25 mm. thick to 30 mm.thick wooden Shuttering | BI01010001010000000000000515BI0100001117 | 129.3 | sqm |
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| 7 | 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawingand direction. (PWD-Sl-40, Page-43) II, Other than TATA/SAIL/RINL | BI01010001010000000000000515BI0100001118 | 1.33 | MT |
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| 8 | 8 | White washing including cleaning and smoothening the surface throughly \na) Two Coar | BI01010001010000000000000515BI0100001119 | 362.002 | sqm |
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| 9 | 9 | Color washing with ani shade with stainer including cleaning and smoothing the surface throughly \na) One coar \na) Other than yellow pink | BI01010001010000000000000515BI0100001120 | 30 | no. |
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| 10 | 10 | Neat Cement Punning Providing 1.50mm thk neat cement finish | BI01010001010000000000000515BI0100001121 | 42.75 | sqm |
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| 11 | 11 | Fitting Fixing gate (MS Flat Bars) a) M.S. ornamental grill or approved design joints continuously welded .. .. .. in ground floor to be approved by theEngineer-in-charge.\ni) Grill weight above 10 kg/ m2 and upto 16 kg/m2 | BI01010001010000000000000515BI0100001122 | 120 | sqm |
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| 12 | 12 | Installation of MS Angel (50mm x 50mm) | BI01010001010000000000000515BI0100001123 | 30 | No. |
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| 13 | 13 | Installation of Barbet Wire supplying fitting and fixing 600 mm (30mm) diameters RB T (Reinforced barded Tape) Concerina Fencing on Wall top using concertina coils stretched to approved………….Means of Security fasteners (Such as C clips RBT clips etc) | BI01010001010000000000000515BI0100001124 | 342 | mtr |
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| 14 | 14 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by theEngineer-in-charge | BI01010001010000000000000515BI0100001125 | 19.088 | m3 |
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