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| 1 | SH: Widenning |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 3 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 4 | Sh: Pavement |
| 5 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II By Mechanical Means A Bituminous course |
| 6 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)II By Mechanical Means for items No. 202( b) & ( c)A Cement Concrete Grade M-15 & M-20 |
| 7 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)(iii) Dismantling Stone Masonry B Rubble stone masonry in cement mortar. |
| 8 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)ix) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. B Above 600 mm to 900 mm dia |
| 9 | 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.) |
| 10 | 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. |
| 11 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials) |
| 12 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 13 | 125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base) |
| 14 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 15 | Add extra cost for carrying of mixed design concrete by Transit Truck Agitator ( 5 cum capacity) |
| 16 | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete. d) 300 mm dia RCC Pipes (NP2) |
| 17 | Sh: RCC Retaining Wall |
| 18 | Excavation for Structures (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 approved material.) Ordinary soil, (A) Mannual Means, upto 3 m depth |
| 19 | 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.) |
| 20 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Case-I RCC Grade M20, Using concrete mixer |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20, Height upto 5m Using concrete Mixer |
| 22 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 23 | 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 |
| 24 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 25 | SH: Slab Culvert |
| 26 | Excavation for Structures (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 deleterious matter, dressing of sides and bottom and backfilling with approved material.) (i)Ordinary soil, Mannual means Up to 3.00 Mtr depth |
| 27 | 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. |
| 28 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsA. Stone masonry work in cement mortar |
| 29 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M20, Height upto 5m Using concrete Mixer |
| 30 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 31 | 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 Specifications |
| 32 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification(A)Granular material |
| 33 | Sh: RCC Drain |
| 34 | Excavation for Structures (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,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil, A) Manual Means (Depth upto 3 m) |
| 35 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering. |
| 36 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 37 | Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 38 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars. |
| 39 | SH: Slab Culvert |
| 40 | Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding costof centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 41 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation and footings |
| 42 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel and medium tensile steel bars. |
