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| 1 | SH-Widening |
| 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- CC Pavement |
| 5 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 6 | 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 MeansA.Bituminous course |
| 7 | 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.) |
| 8 | 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. |
| 9 | 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) |
| 10 | 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.) |
| 11 | 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 ) |
| 12 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 13 | 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: |
| 14 | Providing and laying 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. |
| 15 | Loading and Unloading of Stone Boulder/ Stone aggregates/ Sand/ kankar/ Moorum/ Lime/ Shingle /Surki /Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 16 | Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/ Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads |
| 17 | Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking. Lead 24 Km(i) Surfaced Road |
| 18 | SH-PCC Retaining wall |
| 19 | 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.) |
| 20 | 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. |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M20 |
| 22 | 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 |
| 23 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 24 | SH-RCC Cover |
| 25 | Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding costof centring, shuttering and reinforcementin : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 26 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and footings |
| 27 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel and medium tensile steel bars. |
| 28 | SH-RCC Drain |
| 29 | 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) |
| 30 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering. |
| 31 | 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). |
| 32 | 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. |
| 33 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel and medium tensile steel bars. |
| 34 | SH-Boundary |
| 35 | 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) Dismantling Brick / Tile workB In cement mortar |
| 36 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.b) Hard Soil |
| 37 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement :4 sand :8 stone agregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 38 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and basesand string courses etc. up to floor two level. |
| 39 | Reinforced concrete work in foundations, footings bases of column and mass concreteexcluding costof centring, shuttering and reinforcementin :a) M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 40 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 and even surface but exluding cost of centring, shuttering and reinforcement. |
| 41 | Reinforced cement concrete work in lintels, beams and bresumers up to 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 and even surface but excluding cost of centering, shuttering and reinforcement.a) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 42 | Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like 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 and even surface including centering and shuttering etc but excluding cost of reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 43 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 44 | a) Column, pillars, posts and struts etc. |
| 45 | b) Walls including attached buttresses, pilasters etc. |
| 46 | b) Lintels, beams, girders, bressumers and cantilevers etc. |
| 47 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel and medium tensile steel bars. |
| 48 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 49 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 50 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 51 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 52 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 53 | SH-Shifting of utilities |
| 54 | Dismentalling of fencing ( Dismentalling of barbed wire/ wire mesh fencing) |
| 55 | Shifting of GI Pipe including as per direction of the Engineer in Charge. 80 mm dia |
| 56 | Shifting of GI Pipe including as per direction of the Engineer in Charge. 50 mm dia |
| 57 | 1.20 Mtr high welded steel wire fencing with 1.80 Mtr RCC post of standard design placed at every 3.00 Mtr apart embede in CC block 45x45x60 cm, corner and eery 10th post to be struted and embeded in CC block 70x45x50 cm of same mix provided with welded steel wire fabric 0.0 Mtr wide, rectangular mesh 75x 25 mm weighing not less than 7.75 kg./ sqm fixed between the post fitted and fixed with GI stapples.... etc complete with excavation, cc work, cost of post, strut etc complete |
| 58 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). |
| 59 | f)50 mm nominal bore |
| 60 | h) 80 mm nominal bore |
| 61 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 62 | 50 mm nominal bore |
| 63 | 80 mm nominal bore |
