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| 1 | Surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out hard and dense soil complete all as specified . |
| 2 | Excavating in post holes in soft/loose soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, all as specified. |
| 3 | Supply and fixing tubular steel work in vertical posts, rafters, purlins, etc including special shaped washer and structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor's workshop, etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240. |
| 4 | S&F mild steel work as in wind ties for roof including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 5 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by engr-in-charge. |
| 6 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed by engr-in-charge. |
| 7 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 8 | M&L for Cement concrete 1:5:10 type E2 (Using 40mm graded agg)in foundations,filling and mass concrete |
| 9 | M&L for Cement concrete type B- 2,1:2:4 (20mm graded aggregate) all as spd. |
| 10 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. |
| 11 | M&L PCC 1:3:6 type C-2 (40 mm graded aggregate) in foudations,filling and mass concrete. |
| 12 | M&L Brickwork with old size sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6. |
| 13 | Rendering 15 mm thick in cement and sand mortar (1:4) on fair faces of brick work or concrete surface of wall , surface finished even and smooth without using extra cement. Icluding 3 coats of white wash all as specified. |
| 14 | M&L PCC (1:2:4) Type B0 (using 12.50 mm graded aggregate0 used as in benching and coping. |
| 15 | Returning, filling in any type of soil, including spreading,leveling, cum watering and well ramming in layers not exceeding 25 cm. |
| 16 | Removing excavated material (soils) not exceeding 1.5 m above the starting point complete as directed and specified. |
| 17 | Taking out servo-stabilizer by disconnecting incoming and outgoing cable connections, shifting to store and refixing same after completion of hard standing work with connecting incoming and outgoing cable connections etc capacity up to 200 KVA complete all as specified and directed. |
| 18 | Material and labour for earthing complete with galvanized steel plate electrodes of size 600mm*600mm*6mm thick buried directly in ground with earth pit not less than 2.25m deep below normal ground level with top edge of plate not less than 1.5m below normal ground level connected to galvanized iron strip of 25*4 mm earthing lead by means of nuts bolts check nuts GI washers, including concrete pit in PCC (1:3:6) type C1 of size 45*45*45 cm, precast RCC (1:2:4) type B1 as cover of size 40*40*10 cm with one handle for lifting made out of MS bar, GI funnel wire mesh, 20mm bore GI pipe, medium grade, for watering, charcoal or coke and salt packed all around in alternate layers necessary earth work in soft/loose soil complete all as shown in electrical plate no 3 of SSR part-1 including testing on completion including demolition to existing one complete all as specified and directed. (Note:- (i) PCC pit, RCC pit cover, GI earth protection and watering pipe , funnel, earth strip upto 7.5 mtr etc shall deemed to be included in the unit rate. |
| 19 | Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ 800 during AOCNote:- Tenderers shall not quote for this Schedule Please Enable Macros to View BoQ information |
