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| 1 | Excavation in foundation and trenches etc. in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge with in all leads and lifts and as per direction and satisfaction of the Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1 : 1. 5 : 3 ( One cement : one & half sand: three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundation ,footing bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges. |
| 5 | In walls ( any thickness but not less than 0.10 metre thickness) attached pillasters, buttresses plinth and string cources etc. from top of foundationlevel up to floor two level within all leads and lifts as per the direction of Engineer-in-Charges. |
| 6 | Providing and laying cement concrete work 1:2:4 (1cement 2 sand: 4 graded stone aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 7 | Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- |
| 8 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. |
| 9 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 10 | Steel work welded in built-up section,trusses and framed work including cutting housting, fixing in position and applying a primering coat of red lead paint in gratings, framed guard bar, ladders, railngs, brackets and similarswork with in all leads and lifts as per the direction of Engineer-in Charge. |
| 11 | laying in trenches Ductile Iron pipe (class k-7) with inside cement mortar lining confirming to IS 8329-2000 (earth work in trenches & jointing of pipe to be measured & paid for separately) |
| 12 | Providing and fixing Cast Iron Manhole Cover Heavy duty including fixing in all respect (Size750X750 mm ) inclding frames etc .Complete all as directed by the Engineer in Charge |
| 13 | Dismantling of Kota Stone in Required width for Cutting Channels . Cutting is to be done by mechanical /Pneumatic Cutter in required shapes and Line and Safe pieces are to be Stored/stacked for re-use in the same location Complete all as directed by the Engineer in Charge. |
| 14 | Dismantling of GI pipe running under the MS Grills by removing MS Grills and dismantled pipes are to be Stacked properly for Re-laying in other Channel Complete all directed by the Engineer in Charge. |
| 15 | 32 mm dia |
| 16 | 25 mm dia |
| 17 | 20 mm dia |
| 18 | Relaying of Galvanized mild steel tubes (ligth grade ) tube fittings ( earth work in trenches to be measured & paid for separately ). |
| 19 | 32 mm dia |
| 20 | 25 mm dia |
| 21 | 20 mm dia |
| 22 | Providing and fixing 18-20 mm thick Kota Stone Preolished cut and laid over 25 mm thick screed bed in Cement mortar 1:6 jointed with neat cement Slurry and joints filled with white / coloured cement all as directed by the Engineer in Charge. |
| 23 | All as per item no 4 here -in- above but except kota Stone ( Old to be Re-used ) laid over 25 mm thick screed bed in Cement mortar 1:6 jointed with neat Cement Slurry and joints filled with White / Coloured Cement all as directed by the Engineer in Charge. |
| 24 | Dismantling of Steel water Storage tanks and placing aside for refixing and re-connecting in the same or Different locations after Cleaning and refixing the same within all leads and lifts all as per directed by the Engineer in Charge. |
| 25 | Providing & fixing Butch work made of Gehra Slate Decorative /heritage type fixed to walls etc. in Cement Mortar Screed bed 20 mm thick in Cement mortar 1:3 jointed with neat Cement slurry and pointed with colouerd Cement to Match the Shade of the Slate all as directed by the Engineer in Charge. |
| 26 | Providing and fixing of lion face Motive made and crafted out of sand Stone including fixing with Cement /Chemical Adhesive for water Discharge all as directed by the Engineer in Charge. Please Enable Macros to View BoQ information |
