| 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. (DSR No. 2.8.1) | | 3.12 | P.Cum |
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| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.4) | | 0.71 | P.Cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.10) | | 3.61 | P. Cum |
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| 4 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.1.1) | | 1.18 | P. Cum |
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| 5 | 5 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). (DSR No. 13.7.2) | | 6.02 | P. Sqm |
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| 6 | 6 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(DSR No. 18.48) | | 5000 | P.ltr |
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| 7 | 7 | Providing and fixing G.I. Tank nipple AVR/SVW Make complete in all respects.\n\n20mm dia nominal bore (NSI) | | 3 | Each |
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| 8 | 7.01 | 25mm dia nominal bore (NSI) | | 2 | Each |
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| 9 | 8 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : \n20 mm nominal bore (DSR 18.18.2) | | 2 | Each |
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| 10 | 8.01 | 25 mm nominal bore (DSR 18.18.3) | | 2 | Each |
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| 11 | 9 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : \n20 mm nominal bore (DSR 18.46.2) | | 5 | Each |
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| 12 | 9.01 | 25 mm nominal bore (DSR 18.46.3) | | 5 | Each |
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| 13 | 10 | Providing & fixing mono block pump set for lifting of water of capacity 1HP of make Crompton, USHA, Havells, Kirlosker including cost of wiring complete in all respect. (NSI) | | 1 | Each |
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| 14 | 11 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.\n\n20 mm dia nominal bore (DSR 18.10.2) | | 40 | P.mtr |
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| 15 | 11.01 | 25 mm dia nominal bore (DSR 18.10.3) | | 84 | P.mtr |
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| 16 | 12 | Providing and fixing in position best Indian make ISI Marked Ball cock 20mm with brass rod. PVC ball complete in all respects. | | 1 | Each |
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| 17 | 13 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 gms (DSR 18.54.2) | | 5 | Each |
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| 18 | 14 | Providing and fixing in position best Indian make ISI Marked 15mm CP brass extension nipples complete in all respects. | | 5 | Each |
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| 19 | 15 | Providing & fixing in position best Indian make (the approval of the EIC) Gunmetal ISI Peat Valve complete in all respect. \nPeat Valave 1¼\" | | 2 | Each |
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| 20 | 15.01 | Peat Valave 1\" | | 2 | Each |
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| 21 | 16 | Providing and fixing PVC angle cock at bathroom in public Toilet complete in all respect (NSI). | | 3 | Each |
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| 22 | 17 | Providing and fixing PVC waste pipe of superior quality for sink or washbasin including PVC waste fitting complete in all respect (NSI). | | 3 | Each |
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