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| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Removing excavated soft/loose soil material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material and labour for Broken stone or boulders Hardcore of gauge n exc. 63mm deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for plain Cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg )as in sub base of floor 100 mm thick, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material and labour for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge. |
| 6 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. |
| 7 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide,filled with sealing compound grade B complete all as specified and directed by Engineer-in-Charge. |
| 8 | Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed by Engineer-in-Charge. |
| 9 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material and labour for plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material and labour for reinforced cement concrete M-25 (Design Mix) 20mm graded aggregate in foundations including rafts, footings,, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles etc, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and labour for reinforced cement concrete M-25 (Design Mix) 20mm graded aggregate in columns, pillars, piers, posts & struts complete all as specified and directed by Engineer-in-Charge. |
| 13 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffit of foundation & plinth beams & similar work rough finished complete all as specified and directed by Engineer-in-Charge. |
| 14 | Formwork to sides of pillars, posts, struts, piers, columns, stanchions complete fair finished, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Supply and fixing steel work as in tubular struts, frames, trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS 1161-1979 grade St-240, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Supply and fixing of plates (plain or chequred) channels, square cut or notched (ordinary or counter sunk ) forming holes , without any attachment Gde Fe-410-W(Gde E-250) quality B complete all as specified and directed by Engineer-in-Charge. |
| 18 | Supply and fixing Mild steel bolts dia of neck exc 20mm but n. exc 25mm made with hexagonal or square head one end screwedthe other, or screwed both ends, each end screwed to be fitted with washers & one hexagonal or square not exc 30cm long, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Supply and fixing pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550MPa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. |
| 20 | Supply and fixing pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550MPa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material and labour for applying two coats of Synthetic enamel paint over one coat of red oxide primer on new Steel surfaces over 10cm width or girth including preparing new surfaces to receive painting complete all as specified and directed by Engineer-in-Charge. |
| 22 | Material and labour for 10mm dia and over TMT bars including cutting, bending and binding with 0.9mm dia binding wire complete all as specified and directed by Engineer-in-Charge. |
| 23 | All as per item No 22.00 here in before but 5mm dia and over upto and including 10mm dia in stirrups , spacers & binders, complete all as specified and directed by Engineer-in-Charge. |
| 24 | NOTE:- Amount of credit of Rs. 0.00 for retrieved materials is mentioned in Schedule of Credit Page No 21.00 & 22.00 of tender documents in pdf form which will be deducted offline while acceptance of tender. Please Enable Macros to View BoQ information |
