|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and directed. |
| 4 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. |
| 5 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. |
| 6 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. |
| 8 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 9 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in beams, cantilvers, bressummers, lintels over 1.5m span complete all as specified and as directed. |
| 10 | 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 as directed. |
| 11 | M&L for mild steel TMT bars 5mm dia and over and including 10mm dia in stirrups spacers and binders, 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 as directed. . |
| 12 | Use and waste of formwork to sides of pillars posts, struts, piers, columns and stanchions finished the suface rough complete all as specified and directed. |
| 13 | Use and waste of 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 complete all as specified and directed. |
| 14 | Use and waste of formwork to sides and soffits of floors or roof beams, beams haunchings, girders,bressummers lintels, cantilevers, shelves including supports overhangs etc also splays between floors and beams complete all as specified and directed. |
| 15 | M&L for hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammmed to a true surface complete all as specified and directed. |
| 16 | M&L for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. confirming Fe-410-W(Gde-E-250) quality-A and painted one shop coat of zinc chromate primer paint (including preparation of surface) at contractors workshop before fabrication complete all as specified and as directed. |
| 17 | S&F Plate (plane or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc conforming to Fe- 410-w complete all as specified and as directed. |
| 18 | M&L for brick work with sub class `B' bricks(using old size burnt bricks) straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified and as directed. |
| 19 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) using water proofing compound @ 3% by wt of cement, surfaces finished even and smooth (without using extra cement) complete all as specified and as directed. Note: WPC will be measured and paid separately. |
| 20 | Supply only Integral water proofing compound complete all as specified and as directed. |
| 21 | M&L for rendering 10mm thick on other than fair faces of brick work or concrete sur-faces in cement mortar (1:6) surfaces finished even and smooth (without using extra cement) complete all as specified and as directed. |
| 22 | M&L for PCC type B-1,(1:2:4) (using 20 mm graded cushed stone aggregate) as in surface channels and drain beds complete all as specified and directed. |
| 23 | M&L for preparation of new steel surfaces exc 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and as directed. |
| 24 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed. |
| 25 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed. |
| 26 | M&L for applying two coats of oil bound distemper over and including a coat of primer over a coat of 1.5mm thick wall care putty(in two layers) on new plastered surfaces of walls including preparation of new surface complete all as specified and as directed. |
| 27 | M&L for preparing the new plastered surfaces of walls,and applying two coats of cement base paint over and including a coat of primer of wall surface complete all as specified and as directed |
| 28 | M&L for 75 mm thick PCC (1:3:6) type C-2 , (using 40 mm graded stone aggregate) in plinth protection/aprons/path laid to slope of 1:12, finished fair and even without using extra cement with and including all necessary formwork to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 10 mm wide joints throughout thickness of plinth protection duly filled with mastic filling (one part of hot bitumen 85/25 and three part of fine sand by weight) complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 29 | M&L for 75 mm thick PCC (1:3:6) type C-2 , (using 40 mm graded stone aggregate) in plinth protection/aprons/path laid to slope of 1:12, finished fair and even without using extra cement with and including all necessary formwork to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 10 mm wide joints throughout thickness of plinth protection duly filled with mastic filling (one part of hot bitumen 85/25 and three part of fine sand by weight) complete all as specified and as directed. Please Enable Macros to View BoQ information |
