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| 1 | Earth work in excavation in any type soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m and lift upto 1.5 m, complete all as specified and directed. |
| 2 | PCC 1:3:6 type C-2 as in foundation filling and mass concrete using 40mm graded crushed stone aggregates, complete all as specified and directed. |
| 3 | Walling of random rubble stone masonry with stone such as granite, basalt or trap brought up to courses welL bonded bedded and solidly hearted laid in cement motar (1:6) complete all as specified and directed (PCC bond stones to be used in lieu of stone bond stones and the same shall be measured and paid separately). |
| 4 | PCC 1:2:4 type B-1 as in coping, bands etc using 20mm graded crushed stone aggregates, including necessary form work complete all as specified and directed. |
| 5 | Raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed. |
| 6 | Extra over stone wall for hammer dressing with depression on face from straight edge held against the dressed surface n.exc 40 mm to face stones and dressing of face beds and joints as specified of random rubble walling uncoursed or brought upto courses, complete all as specified and directed. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm, complete all as specified and directed. |
| 8 | Excavation in post holes (or similar holes ) each n.exc 0.5 Cum getting out, returning filling in and ramming each or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and directed. |
| 9 | Plain cement concrete type D-2(1:4:8) using 40mm graded crushed stone agg as in foundition filling and mass concrete, complete all as specified and directed. |
| 10 | Joist, channel, angle, or tee sections Fe 410-W (Gde-E-250 quality-A), fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. |
| 11 | Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straning bolts including securing or typing at crossing with and provision of galvanised mild steel wire staples or pins etc complete all as specified and directed (each line wire to be measured). |
| 12 | Preparation of new steel surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint overa coat of primer, complete all as specified and directed. |
| 13 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire, complete all as specified and directed. |
| 14 | Supply only mild steel galvanised chain link fencing having main wires of dia 5.3mm and cross wires of dia 3.6mm and oblong mesh size 100mm x 100mm fixed to any type of straps, standards, complete all as specified and directed.Note:A BOO shall be vonvened by AGE (I) Bhalra with contractor or his authorised rep in attendance to as certain the weight of chain link fencing. |
| 15 | S & F mild steel screw bolts (Machine made) dia of shank 11 to 15 mm with hexagonal or Square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or Square nut. length of bolts not exc. 5 cm, complete all as specified and directed. |
| 16 | Mild Steel bars10 mm dia and over, bent to shape required, incl crancking ,bending spirally for hooping for column, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9 mm dia or securing with clips in chain link fencing, complete all as specified and directed. |
| 17 | Mild steel in flat iron conforming to Fe-290 Gde E-165 of size as directed including cutting top to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riverting, etc complete all as specified and directed. |
| 18 | Concertina coil having dia 1050mm with blade thickness 0.47mm and core wire diameter 2.5mm with minimum zinc coating on wire minimum 275 GSM having wt 14.63 Kg each coil, complete all as specified and directed. Please Enable Macros to View BoQ information |
