|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed by Engr-In-Charge. |
| 2 | Removal of excavated material to a distance exc. 250 m but n exc. 500 m and depositing where directed and deposited where directed at a level not exc 1.5m as directed.complete all as specified and directed by Engr-In-Charge. |
| 3 | M&L for Rolling and consolidating formation surfaces in cutting by power roller of capaity exc 8 tonne & n.exc. 12 tonne complete all as specified and as directed. |
| 4 | M&L PCC (1:4:8) type D-2 (using 40mm graded aggregate) as in foundation, mass concrete.complete all as specified and directed by Engr-In-Charge. |
| 5 | M&L form work to sides of concrete foundation, footings, base of column, sides and soffit of plinth beam rough finished.complete all as specified and directed by Engr-In-Charge. |
| 6 | M&L TMT bars 10mm dia and over cut to length bent to shape required incl cranking, bending, spirally for columns hooking ends binding with mild steel wire (annealed) not less than 0.9mm dia.complete all as specified and directed by Engr-In-Charge. |
| 7 | M&L Ditto-but 5 mm dia and over as in stirrups spacers and binders.complete all as specified and directed by Engr-In-Charge. |
| 8 | M&L form work to sides of column rough finished.complete all as specified and directed by Engr-In-Charge. |
| 9 | S&F Gipe pipe 65 mm dia heay duty as in horizontal members for horse riding arena cut into required shape and size , welded , including necessary welding and finished at all sides , size of GI tubes heavy grade , approved make , including making holes to vertical RCC Column /band Hook and necessary welding to hole including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed by Engineer-in-Charge. |
| 10 | S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed by Engr-In-Charge. |
| 11 | M&L for rendering 10 mm thick on fair face of brick wall/Rcc column CM 1:4 with fair finished without using extra cement complete all as specified and directed by Engr-In-Charge. |
| 12 | M&L preparation of new plaster surface of walls etc and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed by Engr-In-Charge. |
| 13 | Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm in soil complete all as directed by Engr-In-Charge. |
| 14 | M&L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specifiedand directed by by Engr-In-Charge. |
| 15 | M&L Painting 2 coats of synthetic enamel paint on steel and iron surfaces of any description over 10 Cm in width or girth including preparation and one coat of red oxide primer all as specified and directed by Engr-In-Charge. |
| 16 | M&L for fine sand spreading 150 mm thick High purity (90% SiO2 or above) silica sands of Particle size - 94-99% passing through the 250 micron sieve i.e. highly suitable for equestrian use, with a preferred average grain size (AGS) in the region of 150-170 microns, and a fineness index of 75 -100 AFS.Smaller sand grains can pack into the voids between the larger grains, allowing the surface to become densely compacted ,all as specified and directed by Engr-In-Charge |
| 17 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built iin cement mortor (1:4) complete all as specified & as directed by Engineer-In-Charge |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out All kind of excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.complete all as specified. |
| 19 | M&L for RCC (Design mix) M 25 using 20mm graded 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 by Engr-In-Charge. |
| 20 | M&L for RCC (Design mix) M25 using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts all as specified and directed.complete all as specified and directed by Engr-In-Charge. Please Enable Macros to View BoQ information |
