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| 1 | Excavating in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 metre in depth and getting out in hard/dense soil, complete all as specified and directed. |
| 2 | Excavating in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 metre in depth and getting out in soft/disintegrated rocks soil, complete all as specified and directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.50 metre in width as well as 10 sqm on plan) in any kind of soil including getting out and disposal of excavated earth lead upto 50 metre and lift upto 1.50 metre, complete all as specified and directed. |
| 4 | All as per serial item number 3.00 here-in-before but depth exceeding 1.50 metre and not exceeding 3.00 metre. |
| 5 | All as per serial item number 3.00 here-in-before but depth exceeding 3.00 metre and not exceeding 4.50 metre. |
| 6 | Material and labour for boring 300 mm dia with the help of drilling machine including removing the material obtained by boring complete all as specified and directed. |
| 7 | Material and labour for loose filling of gravel and boulders of required size and quality in soakage pits, soakage wells, complete all as specified and directed |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, complete all as specified and directed. |
| 9 | Removing excavated soil to a distance exceeding 1.00 Km but not excceding 1.50 Km and deposited where directed at a level not exceeding 1.50 metre above the starting point complete all as specified and directed. |
| 10 | Material and labour for hardcore of broken stone or boulder, gauge not exceeding 63 mm, deposited, spread and leveled in layer not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. |
| 11 | Material and labour for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed. |
| 12 | Material and labour for PCC 1:3:6, type C1(using 20 mm graded stone aggregate) as in foundation of drain, complete all as specified and directed. |
| 13 | Material and labour for PCC 1:2:4, type B1(using 20 mm graded stone aggregate) as in copings, complete all as specified and directed. |
| 14 | Material and labour for50 mm thick PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in surface channels, complete all as specified and directed. |
| 15 | Material and labour for extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed. |
| 16 | Material and labour for pre-cast cement concrete 1:3:6, type C1 (using 20 mm graded stone aggregate) as in block masonry with solid blocks exceeding 10 cm in width and setting in CM 1:6, complete all as specified and directed. |
| 17 | Material and labour for 15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement, complete all as specified and as directed. |
| 18 | Material and labour for 10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4, complete all as specified and directed. |
| 19 | Material and labour for RCCM-30 grade (Design mix) using 20mm gradedstone aggregateas in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directedNote :- Reinforcement & formwork shall be measured and paid for separately under respective item of this Schedule. |
| 20 | Material and labour for precast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slabs (for man holes, drains etc.) including necessary form work set in CM 1:4. Exposed surface of concrete shall be finished even & smooth w/o using extra cement, complete all as specified and directed.Note :- Reinforcement shall be measured & paid seperately under respective items of this Schedule. |
| 21 | Material and labourfor TMT mild steel bars 10mm dia and over cut to length, bent to shape required and binding with mild steel wire(annealed) not less than 0.9mm dia, complete all as specified and as directed. |
| 22 | Material and labour for TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified and directed. |
| 23 | Use and waste form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surface of concrete, complete all as specified and directed |
| 24 | Use and waste form workto edges of concrete flats for fair finished surfaces, complete all as specified and directed |
| 25 | Material and labour for framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290 Gde-E-165, complete all as specified and directed. |
| 26 | Material and labour for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc primer, complete all as specified and directed. |
| 27 | Material and labour for MS slotted pipe 203 mm bore, complete all as specified and directed. |
| 28 | Material and labour for MS pipe 203 mm bore, complete all as specified and directed. |
| 29 | Supply and fix well cap and vent pipe of suitable dia, complete all as specified and directed. |
