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| 1 | Demolition of cutting of matalled bitumenns and concrete road and pucca paver on or below G.L upto 1.50 meter depth including stacking of servicable material and disposal of unservicable material within 20 meter leads and including cutting the necessary reinforcement complete within all leads and lifts as per the direction of Engineer-in-Charge |
| 2 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer 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. |
| 3 | Laying, jointing and testing in trenches to be levelled to grade centrifugal cement mortar lined Ductile iron (spun) pressure pipes confirming to BIS 8329-2000 class K-7 suitable for tyton (push on joints) including bends of all degrees, Tees, short piece of required number, cutting pieces, chamfering whereever required (earth work in trenches and cost of joints to be measured and paid seperately) within all leads and lifts as per the direction of Engineer-in-charge. |
| 4 | 150 milimetre dia. |
| 5 | Providing, jointing with tyton (push on joints) ductile iron pipe 150mm dia and fitting including testing of the joints cost of rubber gasket(SBR quality) conforming to IS: 12820 (latest edition/ammendements) complete within all leads and lifts as per the direction of Engineer-in-charge. |
| 6 | Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Providing and laying cement concrete 1:11/2:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 8 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 9 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. |
| 10 | Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- |
| 11 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 12 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 13 | Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 14 | Providing and fixing of cast iron concrete, manhole cover with frame confirming to IS 12593-Part-I-1988 and IS-12592, Part-II, 560 mm diametre total weight of cover and frame to be not less than 208 Kg ( Heavy Duty) with in all leads and lifts as per the direction of Engineer-in-charge. |
| 15 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 16 | Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge. |
| 17 | Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge. |
| 18 | Boulder Stone filling tightyly hand packed in path complete within all leads and lifts as per the direction of Engineer-in-charge. |
| 19 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
