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| 1 | GENERAL SUMMARYNote:- Schedule'A' Part-I is prepriced by MES under Ser No. 2.00 . Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only |
| 2 | Lumpsum price worked out by the contractor for \\"BUILDINGS / STRUCTURES\\" as listed in Schedule 'A' Part-I, on serial page No.20 |
| 3 | SCHEDULE 'A' PART-II (TRAINING SHED B/R and E/M items to be quoted by Contractor) |
| 4 | Excavating over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. |
| 5 | Excavating over areas, exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. |
| 6 | 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. |
| 7 | Excavation in trenches, exc 1.5m wide and n exc 1.5m in depth; for foundation, etc and n exc 10 sqm on plan and n exc 1.5m in depth and getting out in Hard/dense soil complete all as specified and directed. |
| 8 | M&L Plain cement concrete type D-2 (1:4:8), 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. |
| 9 | M&L for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. |
| 10 | All as per item No 6 above but for 6 to 8 mm dia |
| 11 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter in flat rough finish complete all as specified and directed. |
| 12 | M&L Design Mix M-30 (20 graded aggregates) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 13 | S&F Mild steel bolts purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long complete all as specified and directed. |
| 14 | S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410 W(Gde E-250) quality B complete all as specified and directed. |
| 15 | S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410-W (Gde-E-250) quality A complete all as specified and directed. Please Enable Macros to View BoQ information |
| 16 | S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410-W (Gde-E-250) quality A complete all as specified and directed. Please Enable Macros to View BoQ information |
