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| 1 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 2 | Excavation of soil using exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location i/c all lifts and leads excluding royality (Rural area Lead taken as 3 km) |
| 3 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 4 | Dressing of Earth work ( NEW ) |
| 5 | Cement concrete 1:4:8 with stone ballast 40mm gauge mixing By Mechanical Means using concrete mixer volumetric type |
| 6 | Pulverized Fly Ash - Lime Bricks as per class-12.5 of IS: 12894-2002 laid in cement sand mortar 1:3 in foundation and plinth (laying shall be done as per PWD specifications). |
| 7 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 8 | 10 mm thick cement plaster 1:4 |
| 9 | 10 mm thick cement plaster 1:4 on floors |
| 10 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 11 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars FE 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respect. |
| 12 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Mechanical Means depth upto 3Mtr |
| 13 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge |
| 14 | Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. |
| 15 | Providing and fixing RCC Nakkas |
| 16 | Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. |
| 17 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H |
| 18 | Cement Concrete 1:3:6 with stone ballast or single mixing by mechanical means using concrete mixer volumetric type |
| 19 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 20 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 21 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc Please Enable Macros to View BoQ information |
