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| 1 | PART-A |
| 2 | 1.8E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in which or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. |
| 3 | (B-54/3.1.6)Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 4 | RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand) (6.1.6) |
| 5 | (B-139/12.3.2)Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:20mm thick. |
| 6 | (B-12.41.1)Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 7 | (B-4.9)Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 8 | (B-54/3.1.1)Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 9 | (B-1.1) Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 10 | (B-1.28) Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 11 | B-1.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 12 | (R-16/4.6)Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achieve the desired density including lighting,barricading and maintenance of diversion,etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead |
| 13 | (B-17.21)Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30)Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required. |
| 14 | PART- B (Item Rate Basis) |
| 15 | E/W in filling of excavated earth except black cotton soil with watering & compaction of spreaded earth in 15-30cm layers levelled & neatly dressed as per requirement of site & direction of E/I, work includes cost of earth with taxes, loading, unloading, transportation, labour, water & T&P etc. complete with all lead & lift. |
| 16 | Supply, stacking & spreading & hand ramming of quarry rubbish in layer not exceeding 15 cm including all lead and lift transportation, loading, unloading with watering and hand ranning with labour, T&P, machinary water etc. complete in all respect finishing in line, level & camber as per directon of Engineer incharge. |
| 17 | Supply and spreading of graded crusher broken hard stone aggregate free from organic matter including stacking spreading in yard / trenches as per the standard specifications of size 40mm-63mm including all lead and lift transportation, labour, loading unloading T&P required for gravelling work as per direction of engineer in charges including dressing & leveling. |
| 18 | Removing and refixing of boundary wall gate at same/different location of same boundary wall including cost of pins, welding , transportation,etc. complete for all lead and lift As per direction of Engineer in charge. Please Enable Macros to View BoQ information |
