| 1 | 1 | Earth work in Excavation in trenches for foundation, pipe, cables etc in Ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer Incharge (S.I, No. 251) | | 210 | Cum |
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| 2 | 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth & earthwork in embankment to be in 20cm (8) layers i/c ramming & dressing th surface to required levels and slopes and also i/c 1.5 m (5ft) lifts and 30m (100) Lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 m (100 ft) distance as directed by the Engineer in charge. | | 590 | Cum |
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| 3 | 3 | Providing and laying in cement concrete 1:6:12 aggregate 40 mm nominal size and curing including cost of form work in foundation and floors.(S.I, No. 273) | | 55 | Cum |
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| 4 | 4 | Providing and laying in cement concrete 1:5:10 aggregate 40 mm nominal size and curing including cost of form work in foundation and floors.(S.I, No. 270) | | 2.7 | Cum |
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| 5 | 5 | Providing and laying in cement concrete 4:2:1 of not less than strength of M 150 stone ballast (20 mm normal size) 2 approved coarse sand : I cement and curing complete i/c cost of formwork in foundation and floors. | | 20.5 | Cum |
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| 6 | 6 | Class 150 Brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of the work.(S.I, No. 303) | | 215 | Cum |
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| 7 | 7 | Class 150 Brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of the work. (S.I, No. 303) | | 10.4 | Cum |
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| 8 | 8 | 2 Cm (3/4) thick damp proof course with cement and approved coarse sand 1:2 and including water proofing materials as ordered by the Engineer in charge in the proportion as specified by the manufacturer including supply of all material, labour and tools and plants etc. required for proper completion of the work including proper curing and shuttering as necessary | | 46 | Sqm |
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| 9 | 9 | Class 150 Brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar i including supply of all materials labour and tools and plants etc. required for proper completion of the work. in super structure above plinth level (S.I, No. 309) | | 77 | Cum |
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| 10 | 10 | R.C.C. works with cement approved course sand and 2 cm Guage approved stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate) in linets of doors and windows Excluding supply of reinforcement and its bending the same with 24 BWG binding wire and necessary centering and shuttering etc. for Columns, beam, slab etc, and also including supply of all materials, labour and tools and plant etc required for proper completion of work strength of concrete shall not be less than M-150 (S.I, No. 283) | | 10.2 | Cum |
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| 11 | 11 | Mild steel or iron in plain work such as reinforcement concrete of reinforced brick work wrought to required shape as necessary including bending for proper completion of the work also including supply of steel wastage bends books and authorized overlap as S.I. No. 504 (b) | | 8 | Qtl |
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| 12 | 12 | 12mm cement plaster in 1:6 cement and fine sand mortar including all materials labour T&P etc. (S.I, No. 17.58) | | 540 | Sqm |
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| 13 | 13 | 12mm cement plaster in 1:4 cement and fine sand mortar including all materials labour T&P etc. (S.I, No. 17.58) | | 11 | Sqm |
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| 14 | 14 | Providing and laying in cement concrete 1:6:12 aggregate 40 mm nominal size and curing including cost of form work in foundation and floors. (S.I, No. 273) | | 12 | Cum |
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| 15 | 15 | 25 mm cement concrete flooring 1:2:4 (I cement: 2 coarse sand: 4 graded stone aggregate of size 12.5 mm and below) b laid over base concrete finished with floating coat of neat cement (base concrete to be paid seperately) including fixing of glass strips.(Excluding cost of glass strips). (S.I, No.14.69) | | 160 | Sqm |
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| 16 | 16 | S/F of Glass strips 25mm wide (2.80 to 3.7 mm thick) | | 250 | Rm |
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| 17 | 17 | Mild steel or iron work such as Door frame wrought to required form i/c drilling holes, riveting or welding where necessary & also i/c s/o steel bolts, nuts etc. & their fixing required for proper Completion of work. | | 380 | Kg |
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| 18 | 18 | S/F of Flush Doors Commercial Quality Confirming 32 mm thick | | 16.3 | Sqm |
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| 19 | 19 | Whitewashing two coat i/c S/O of all material labour T&P etc. required for proper completion of work. | | 650 | Sqm |
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| 20 | 20 | S/F 6 mm thick Grey corrugated Asbestors Sheet in position including supply of materials labour and T&P etc required proper completion of work. | | 140 | Sqm |
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| 21 | 21 | Supply of water storage tank Sintex | | 2000 | Ltr |
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| 22 | 22 | Supply of Indian WC sheat | | 5 | Nos |
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| 23 | 23 | S/O Wash basin (550×400)mm | | 2 | Nos |
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| 24 | 24 | S/O G.I. Pipe 20mm Dia | | 100 | Rm |
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| 25 | 25 | S/O P.V.C Low level cistern - 10 Ltr | | 5 | Nos |
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| 26 | 26 | S/O G.I. Elbow 20 mm Dia | | 1 | Dozen |
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| 27 | 27 | S/O G.I.T 20 mm Dia | | 1 | Dozen |
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| 28 | 28 | S/O P.V.C Pipe 90 mm dia | | 50 | Rm |
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| 29 | 29 | S/O Bib Cock 20 mm dia | | 10 | Nos |
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| 30 | 30 | S/O Stop Cock 20 mm dia | | 5 | Nos |
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