|
| 1 | SH: Widening 4.020 Km (ODR) |
| 2 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. |
| 3 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. |
| 4 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal excavated earth on the barren valley side. |
| 5 | SH: Backfilling :- 4590.00 Cum (ODR) |
| 6 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 7 | SH:- Scaryfying:- MDR-8.44 KM & ODR-4.30 KM |
| 8 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means.Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 9 | SH:- Preparation of Sub-grade :- 4.02 Km (MDR) |
| 10 | 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.) |
| 11 | SH:- Granular Sub-base - MDR- 5.04 Km & ODR - 2.40 Km |
| 12 | 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) (iii) for grading- I Material |
| 13 | SH:- W.B.M. - II :- 4.020 Km (ODR) |
| 14 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) A- By Manual Means, (ii) Grading- II(Using Screening Crushable type such as Moorum or Gravel),a) Using ScriningCrushable type such as Moorum or Gravel |
| 15 | SH:- W.B.M. - III :- MDR-11.44 Km & ODR-4.45 KM |
| 16 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) A- By Manual Means, (iii) Grading- III(Using Screening Crushable type such as Moorum or Gravel), a) Using ScreeningCrushable type such as Moorum or Gravel |
| 17 | SH:- DLC:- MDR- 3.98 KM |
| 18 | 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. |
| 19 | SH:- CC Pavement - MDR -1.020 Km & ODR - 1.650 Km |
| 20 | 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, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, 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. ) |
| 21 | SH:- DGBM - MDR- 7.42 Km & ODR - 8.92 Km |
| 22 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) (ii) for GradingII(19 mm nominal size) |
| 23 | SH :- BC - MDR- 11.40 Km & ODR - 8.92 Km |
| 24 | Bituminous Concrete (Providing and laying bituminous concrete with 100- 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (i) for Grading-I ( 13 mm nominal size ) |
| 25 | SH:- Earthen shoulders :-18.11 Km |
| 26 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 27 | SH: Culvert- 1.50 mtr span :- MDR- 11 Nos, ODR- 5 Nos & Extension - 9 Nos |
| 28 | 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.) i Ordinary soil, A-Manual Means, (i) upto 3 m depth |
| 29 | 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.) |
| 30 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15. Height upto 5m |
| 32 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, Height upto 5m |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 34 | 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 |
| 35 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 36 | a)Granular material |
| 37 | b)Sandy material |
| 38 | SH:- RRM R/Wall - 3.00 mtr. height 283.45 Mtr Length. |
| 39 | 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.) I - Ordinary soil, A- Manual Means, (i) upto 3 m depth |
| 40 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height) |
| 41 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry |
| 42 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. a)Granular material. |
| 43 | 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 |
| 44 | SH: RRM B/wall of3.80 mtr Ht :- 330.00 Mtr. |
| 45 | 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.) I - Ordinary soil, A- Manual Means, (i) upto 3 m depth |
| 46 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M15( Upto 5 m height) |
| 47 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry |
| 48 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. a)Granular material |
| 49 | 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 |
| 50 | SH: RCC Protection wall- 10.00 m Ht :- 121.00 Mtr. |
| 51 | 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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 52 | 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. |
| 53 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 54 | 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. |
| 55 | Reinforcement of RCC work including bending, binding and placing in position complete. Mild steel |
| 56 | 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. |
| 57 | Embankmentconstruction with Material obtained from Borrowpits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.) |
| 58 | SH:- RCC Drain with cover :- 13.91 Km |
| 59 | Earth work in excavation 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) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 60 | 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. |
| 61 | Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 62 | Reinforcement of RCC work including bening binding, placing in position complete. b) TMT steel |
| 63 | SH:- CC Drain:- 9.054 Km |
| 64 | Earth work in excavation 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) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 65 | 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. |
| 66 | Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 64 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in :b) Wall including attached buttresses, pilasters and basas and string courses etc. upto floor two level. |
| 67 | SH: Road Furniture :- 22.39 Km |
| 68 | (Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface) Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 69 | (Road Markers/Road Stud with Lense Reflector)Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
