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| 1 | a) Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the |
| 2 | b)Earthwork in excavation by mechanical means (hydraulic excavator)/manuel means in foundation pipeline trenches drains (not exceeding 1.5M in width or 10 sq.m on plan) including dressing of sides ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead 50M b)All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 3 | a)Providing and laying cement concrete 1:3:6(1 cement: 3 coarse sand:6 graded granitic or basaltic stone aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing in;a)all works upto plinth level. |
| 4 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 5 | a) Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a)All works upto plinth level |
| 6 | b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 7 | i Centering & shuttering including Strutting, Propping & removal of forms for:i) Foundations, Footings, Bases for columns |
| 8 | iii)Columns, Piers, Pillars. Aburments, Posts and struts (square rectangle polygon in plan) |
| 9 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement: 4 coarse sand) in foundation and basement. |
| 10 | Providing and fixing 40 mm dia G.I. Pipe railing in 3 rows completes with G.I. Fittings incl. Painting of pipes and fittings with white paint of approved quality incl. A priming coat with a ready mixed primer for new works incl. Providing R.C.C. 1:2:4 rail posts of size 0.15 x 0.15 x 1.00 M with base of 0.25 x 0.25 x 0.3 m at every 2 mts intervals and double rail post with a bar drawings inclusive of cost of reinforcement etc. all complete including white wash washing of rail posts etc. all complete. |
| 11 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement: 3 coarse sand) finished with sponge. |
| 12 | Finishing wall with superior quality waterproofing cement paint (super snow hem or equivalent) of required shade on new work (three or more coats) to give an even shade. |
| 13 | Providing and fixing prefabricated compound gate of G.I. pipes 40-50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete. Please Enable Macros to View BoQ information |
