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| 1 | Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required. |
| 2 | Excavation in foundation trenches etc. in all kinds of earth work such as spade work, pick work, jumper work saturated /un saturated soil blasting work and chiseling/wedging out of rocks where blasting work prohibited up to all depth and lifts including pumping and bailing out water where ever required stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into the plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated material within all leads and lifts, useful material available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in Charge. |
| 3 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. |
| 4 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 5 | Foundations, footings, basis of columns & the like and mass concrete. |
| 6 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 7 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge. |
| 8 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: |
| 9 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge. |
| 10 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 11 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel |
| 12 | Providing and fixing manhole cover with angle iron in frame of The internal size of cover 450 mm x610 mm x 100 mm including providing & fixing of MS Angle iron frame of suitable size with ISA 50x50x4 mm complete with hold fasts & two handle & one coat of red oxide paint with in all leads & lifts & as per the entire satisfaction & direction of the Engineer-in-charge. |
| 13 | Laying and Jointing G.I. Pipes (light grade),tube fittings in trenches I/c earth work complete:- |
| 14 | 32 mm dia Inlet & outlet and scour pipe |
| 15 | Providing & fixing brass full way with hand wheel of following nominal bore complete in all respect to the entire satisfaction of the Engineer-in-Charge. |
| 16 | 32 mm dia |
| 17 | 25 mm dia Please Enable Macros to View BoQ information |
