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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out hard/dense soil complete all as specified and directed by Engr -in-Charge. |
| 2 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | M&L 150 mm thick PCC 1:2:4 type B2 (40 mm graded stone aggregate) including necessary formwork complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M&L 25mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregates as in levelling course of flooring complete all as specified and directed. |
| 5 | M&L Chequered cement concrete tiles 20cm x 20cm x 25mm/ 30cm x 30cm x 25mm thick as in path etc. set and jointed with grey cement and pigments as in floors and over and including screed bed or bedding layer of mortar 15mm thick in CM 1:6 complete all as specified and directed. |
| 6 | M&L for plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate) as in copings, weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out, hard/dense soil, returning, filing in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface. |
| 8 | M&L for plain cement concrete 1:3:6, type C-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | S&F Steel work as in tubular section for post, purlins etc including special shaped washer, angle cleat, holdfast, gusset plate etc., complete using ERW or induction butt welded tubes conforming to I.S.1161- 1979 grade St.-240 cut or notched forming holes, without any attachment including drilling, fitting, riveting and or welding or connecting with bolts and nuts (including rivet or nut and bolts) providing and fitting angle cleats Gusset plates etc also for welding plumbing, truing up and fixing complete as directed by Engr-in-Charge. |
| 10 | S&F Fe 410-W (Gde-E-250) quality-A Roof trusses (framed), trussed purlins, crane gantries, rails and fasteninngs and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc., complete as directed by Engr-in-Charge. |
| 11 | S&F prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete as specified all as specified and directed. |
| 12 | S & F prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof, fixed with self tapping screws complete all as specified and directed. |
| 13 | M&L for applying two coats of synthetic enamel paint on new steel surfaces of any description, over 10 cm in width or girth over a coat of red oxide primer complete all as specified and directed by Engr -in-Charge. |
| 14 | Removing excavated material ( soils ) exc 250 mtr but n exc 500m depositing where directed complete all as specified and directed. Please Enable Macros to View BoQ information |
