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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge. |
| 3 | M & L for Plain Cement concrete using type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed by Engineer-in-charge. |
| 4 | M & L for RCC type M-30 design mix (using 20mm graded crushed stone aggregate) as in 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 in Engr-in-charge. |
| 5 | Formwork for sides of concrete foundations, footings, Square or rectangular fair finished surface,bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or tobatter all as specified and directed in Engr-in-charge. |
| 6 | M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed in Engr-in-charge. |
| 7 | M & L for Mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed in Engr-in-charge. |
| 8 | M & L for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed in Engr-in-charge. |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using Hard/Dense Soil, complete all as specified and directed in Engr-in-charge. |
| 10 | Removing excavated material n exc 50m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specfied and directed in Engr-in-charge. |
| 11 | S & F for Steel work in tubular pipes (vertical poles / trusses / purlins / Rafter) including welding etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 complete all as specified and directed. |
| 12 | S & F steel work of Fe-410-W (Gde- E-250) quality-B Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes, square cut or notched (ordinary and counter sunk) forming holes with riveted, bolted or welded attachment complete all as specified and directed in Engr-in-charge. |
| 13 | S & F for 25mm Dia mild steel rag or lewis / HD bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, exc 30cm long complete all as specified and directed |
| 14 | M & L for Preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described with one coat of primer with Red oxide and two coat of synthetic enamel paint all as specified and as directed by Engineer-in-charge. |
| 15 | 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, complete all as specified and directed by Engineer-in-charge. |
| 16 | S&F for Plain, galvanised, mild steel sheeting 0.63mm thk, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275, fixed with self tapping screws as specified and as directed. by Engineer-in-charge. |
| 17 | M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge. |
| 18 | M & L for 100mm thk Cement concrete type D1, 1:4:8 (20mm graded aggregate) in sub base of flooring/ hard standing finishing the surface even and fair without using extra cement, complete all as specified and directed by Engineer-in-charge.Note: Design requirement : design criteria: the structure shall be designed in accordance with relevant IS provisions/NBC code, exact government guidelines suitable for Leh however, some of design criteria are listed as under: 1. seismic coefficient as per Seismic zone IV.2. Snow Load: for min 01 Mtr of snow and as per IS codel provision of Leh/Demchok.3. Wind load: equivalent to wind speed of minimum 55 mtrs/sec or as per relevant IS provn. 4.Roof slope: as per design requirement. 5.external temperature:-30° to +35°. 6.Water absorption/penetration: nil and adequate ceiling material be provided through, include silicon ceiling gun. 7.Fire resistant (walls, and ceiling): fire resistant should not emit toxic fumes. 8.Ease of Construction: shelter should be modular in design. 9.Design load: as per IS 875/relevant IS provision. 10.Design of foundation, as per the structure, waited by the authority as mentioned above. 11. The design of the structure shall be carried out on 12 ton/m2 of soil bearing capacity. However, the final design of the structure shall be based on the soil. Investigation carried out by the contractor at his own cost on the structural vetting is to be carried out from NIT/IIT by the Contractor. 12. The rate includes transportation up to 400 km from Leh towards Leh- Domchok axis. S No. size LxBxHm a)20x14x05M . Location will be provided during execution of work by engineer in charge. |
| 19 | M & L for 100mm thk Cement concrete type B-1, 1:2:4 (20mm graded aggregate) in sub base of flooring/ hard standing finishing the surface even and fair without using extra cement, complete all as specified and directed by Engineer-in-charge. Note: The design of the structure shall be carried out on 12 Ton/m2 of soil bearing capacity. However, the design of the structure shall be based on the soil Investigation carried out by the contractor at his own cost. On carrying out the soil investigation report is to be submitted to the Garrison Engineer for approval before education of work.Note 1-Suggestive drawings are attached for vetting by IIT/NIT by Contractor under own arrangements and cost. Vetted drawings will be approved by this office before execution. Please Enable Macros to View BoQ information |
