| 1 | 1 | Rough excavation not exc 1.5 Metre deep and getting out in hard/dence soil complete all as specified and directed. | | 675 | Cum |
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| 2 | 2 | Rough excavation not exc 1.5 Metre deep and getting out in soft/disitegrated rock complete all as specified and directed. | | 267 | Cum |
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| 3 | 3 | Rough excavation not exc 1.5 Metre deep and getting out in hard rock complete all as specified and directed. | | 337 | Cum |
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| 4 | 4 | Rough excavation exceeding 1.5 Metre deep but not exceeding 3.00 Metre deep and getting out in hard rock complete all as specified and directed. | | 80 | Cum |
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| 5 | 5 | Removing excavated material soil to a distance not exc 50 Metre and depositing where directed a level not exc 1.5 mtr above the starting point complete all as specified and directed. | | 892.5 | Cum |
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| 6 | 6 | Removing excavated material soft/disintegrated Rock/ Hard Rock to a distance not exc 50 Mtr and depositing where directed a level not exc 1.5 mtr above the starting point complete all as specified and directed. | | 684 | Cum |
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| 7 | 7 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and directed. | | 120 | Sqm |
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| 8 | 8 | Hardcore of broken stone /boulders ofguage not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | | 18 | Cum |
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| 9 | 9 | 100 mm thick PCC 1:4:8 type D 2 using 40 mm graded crushed stone aggregate in floor sub base complete all as specified and directed. | | 120 | Sqm |
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| 10 | 10 | 100mm thick PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in Path complete all as specified and directed. | | 120 | Sqm |
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| 11 | 11 | Excavating over area not exc 1.5 Metre deep and getting out in hard/dence soil complete all as specified and directed. | | 562.5 | Cum |
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| 12 | 12 | Excavating over area not exc 1.5 Metre deep and getting out in soft/disintegreated rock complete all as specified and directed. | | 112.5 | Cum |
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| 13 | 13 | PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed. | | 45 | Cum |
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| 14 | 14 | Mild steel TMT bars 6mm to 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming complete all as specified and directed. | | 453 | Kg |
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| 15 | 15 | Mild steel TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming complete all as specified and directed. | | 32800 | Kg |
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| 16 | 16 | Formwork to sides of concrete foundation,bases of coloumns,raft beams,sides and sofit (if any) of foundation and plinth beams and similier work; etc vertical or batter rough finished surface of concrete complete all as specified and directed. | | 149 | Sqm |
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| 17 | 17 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similier work including attached pillasters, butress, etc vertical or batter rough finished surface of concrete complete all as specified and directed. | | 1400 | Sqm |
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| 18 | 18 | M 25 Design mix (20mm graded crushed stone aggregate ) in foundation,including raft footing, foundation beam, plinth beam,base for coloumns etc; basement slab,under reamed piles and mass concrete complete all as specified and directed. | | 140 | Cum |
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| 19 | 19 | M 25 Design mix (20mm graded crushed stone aggregate ) in retaining walls, basement walls and the like any thickness above top of footing including attached pilasters and butresses complete all as specified and directed. | | 236 | Cum |
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| 20 | 20 | Returning filling in including spreading, levelling, watering and well ramming in layers n. exc. 25 cm in hard/dence soil complete all as specified and directed. | | 363 | Cum |
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| 21 | 21 | Labour only for forming embankments including rising (or lowering ) earth, spearding in layers not exceeding 30 cm thick, watering, ramming / rolling and finishing to requried size, shape, etc not exceeding 03 Metre high from base complete all as specified and directed.(Note : density of soil achived shall not be less than 95%) . Soil Obtained from excavation shall be used . | | 213 | Cum |
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| 22 | 22 | Material and labour for shingle filling in floors or paving, laid in layers n exc. 15cm thick,spread, levelled, and blinded with earth and rammed including watering (Note: block of 300x300x300mm shall be created around PVC pipes ) complete all as specified and directed. | | 8.1 | Cum |
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| 23 | 23 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment set, jointed and laid over and including 50 mm thick sand cushioning watered and consolidated complete all as specified and as directed by Engr-in-charge. | | 120 | Sqm |
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| 24 | 24 | PVC (SWR) pipes single socketed, in any length with rubber ring joints or solvent cement, laid in walls, 110 mm bore complete all as specified and directed. | | 85 | RM |
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