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| 1 | SH:- C/o CC pavement 3.75mtr width |
| 2 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of bankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 3 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 4 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade |
| 5 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 6 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 7 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsD.PCC Grade M25 case I using concrete mixer |
| 8 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) (ii) Double Row for two utility services. |
| 9 | SH: CC BERM |
| 10 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 11 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsB.PCC Grade M20. case-I using concrete mixer |
| 12 | Add for Carriage of Materials |
| 13 | SH:-C/o Drain with RCC Slab cover |
| 14 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than |
| 15 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 16 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 17 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 18 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth an |
| 19 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 20 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Suspended floors, roofs, etc |
| 21 | 12 mm cement plastering 1:4 ( 1 cement : 4 fine sand) |
| 22 | Neat cement Punning |
| 23 | Add cost for Carriage of Materials |
| 24 | (SH:RCC Protection Wall 3Mtr Ht) |
| 25 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 26 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:Foundations and plinth |
| 27 | Reinforcement of RCC work including bending, binding and placing in position complete.Mild steel |
| 28 | Reinforced concrete work inRetaining wall including attached pillastera) M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 29 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material |
| 30 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification |
| 31 | Add for Carriage of Materials Please Enable Macros to View BoQ information |
