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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mmnominal size) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild/ Tor steel and Medium Tensile steel bars |
| 7 | Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates tobe measured and paid for separately). |
| 8 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. wire 5mm thick corresponding to SWG-6. 15cm.x15cm. mesh. |
| 9 | Providing and fixing pipe 75mm dia heavy duty for weep holes complete in all respects as per drawing and specifications. |
| 10 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 11 | Stone pitching 22.5 cm thick laid in cement mortar 1:3 courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm preparing the bedding surface etc. all complete. (Payment including for Stone to be made separatel |
| 12 | Provision for vetting of design from reputed institution like IIT/NIT/ Other Govt department as per the scope in bidding doucments and direcion of Engineer in Charge Please Enable Macros to View BoQ information |
