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| Sl. No. | Item Description |
| 1 | i) Strengthening of road from Chandil dam road(Mukhiya Hotel) to Diyadih via Borabinda (Length:5.50K.M.), Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.S.O.R. Item No. 2.02 |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 3 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 mS.O.R. Item No. 3.06 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 5 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 6 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 7 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 8 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 9 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 10 | 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.RCD S.O.R. Item No. 6.01 |
| 11 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 12 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 13 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 14 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 15 | 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.S.O.R. Item No. 8.13 B |
| 16 | ii) Strngthening of road from Tamari to Atargram (Length: 1.870 K.M.), Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.S.O.R. Item No. 2.02 |
| 17 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 18 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000metres. By Mechanaical Means using Hydraulic excavator. S.O.R. Item No. 3.15(i) |
| 19 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 mS.O.R. Item No. 3.06 |
| 20 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 21 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 22 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 23 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 24 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 25 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 26 | 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.RCD S.O.R. Item No. 6.01 |
| 27 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 28 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 29 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 30 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 31 | 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.S.O.R. Item No. 8.13 B |
| 32 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)S.O.R. Item No. 13.04 B |
| 33 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 34 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specificationsS.O.R. Item No. 13.03 |
| 35 | iii) Strengthening of road fromLepatanr to Kundrilong Via Budalong(Length: 4.100K.M., Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.S.O.R. Item No. 2.02 |
| 36 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 37 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000metres. By Mechanaical Means using Hydraulic excavator. S.O.R. Item No. 3.15(i) |
| 38 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 39 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 40 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 41 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 42 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 43 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 44 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 45 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 46 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 47 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 48 | 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.S.O.R. Item No. 8.13 B |
| 49 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)S.O.R. Item No. 13.04 B |
| 50 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 51 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specificationsS.O.R. Item No. 13.03 |
| 52 | iv)Strengthening of road from Jharua more To Adardih via Hadat (Length: 4.375 K.M.),Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 53 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 54 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 55 | Prime Coat over WMM/WBM (Providing and applying primer coat withSS1 grade bitumen emulsion on prepared surface of granular Baseincluding clearing of road surface and spraying primer at the rate of0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 56 | Tack Coat on Bituminous surfaces (Providing and applying tack coatwith bitumen emulsion using emulsion pressure distributor at the rate of0.20 kg per sqm on the prepared bituminous/granular surface cleanedwith mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 57 | Bituminous Macadam Grading-II with VG-30 Grade PackedBitumen (19mm nominal size) (Providing and laying bituminousmacadam with higher capacity hot mix plant using crushed aggregatesof specified grading premixed with bituminous binder, transported tosite, laid over a previously prepared surface with paver finisher to therequired grade, level and alignment and rolled as per clauses 501.6 and501.7 to achieve the desired compaction.)Bituminous Macadam for Grading II: (19 mm nominal size)S.O.R. Item No. 5.03 (ii) |
| 58 | Providing and laying semi dense bituminous concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes perhour using crushed aggregates of specified grading, premixed withbituminous binder @ 4.5 to 5 per cent of mix and filler, transporting thehot mix to work site, laying with a hydrostatic paver finisher with sensorcontrol to the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 508 complete in allrespects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 59 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 60 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforcedcement concrete M15grade kilometre stone of standard design as perIRC:8-1980, fixing in position including painting and printing etc)S.O.R. Item No. 8.14 (ii) |
| 61 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 62 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 63 | 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.S.O.R. Item No. 8.13 B |
| 64 | Earth work in excavation of foundation in Ordinary Soil by Manual Means 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 a nd utilising the remaining earth locally for road work.S.O.R. Item No. 3.13 (i) B |
| 65 | Construction of dry rubble flooring at cross drainage works for relatively less important works.S.O.R. Item No. 16.09 |
| 66 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15S.O.R. Item No. 12.08 A |
| 67 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)S.O.R. Item No.12.07 (B) |
| 68 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)S.O.R. Item No. 13.04 A |
| 69 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)S.O.R. Item No. 12.07 (A) |
| 70 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)S.O.R. Item No. 13.04 B |
| 71 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 72 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20S.O.R. Item No. 13.05 B (p) |
| 73 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25S.O.R. Item No.13.05 F (p) |
| 74 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 75 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsS.O.R No. 13.06 |
| 76 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specificationsS.O.R. Item No. 13.03 |
| 77 | Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.S.O.R. Item No.13.2 |
| 78 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.S.O.R. Item No.13.08 |
| 79 | Back filling behind abutment, wing wall, return wall with Sandy material complete as per drawing and technical specifications. S.O.R. Item No. 13.09 (B) |
| 80 | v)Strengthening of road from Kukru(Hedemuli) to Chano(Length: 2.300 K.M.),Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 81 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 82 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 mS.O.R. Item No. 3.06 |
| 83 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 84 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 A |
| 85 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 86 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 87 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 88 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 89 | 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.RCD S.O.R. Item No. 6.01 |
| 90 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 91 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 92 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 93 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 94 | 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.S.O.R. Item No. 8.13 B |
| 95 | Earth work in excavation of foundation in Ordinary Soil by Manual Means 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 a nd utilising the remaining earth locally for road work.S.O.R. Item No. 3.13 (i) B |
| 96 | Construction of dry rubble flooring at cross drainage works for relatively less important works.S.O.R. Item No. 16.09 |
| 97 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15S.O.R. Item No. 12.08 A |
| 98 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)S.O.R. Item No. 12.07 (A) |
| 99 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)S.O.R. Item No. 13.04 B |
| 100 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 101 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20S.O.R. Item No. 13.05 B (p) |
| 102 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25S.O.R. Item No.13.05 F (p) |
| 103 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 104 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsS.O.R No. 13.06 |
| 105 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specificationsS.O.R. Item No. 13.03 |
| 106 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.S.O.R. Item No.13.08 |
| 107 | Back filling behind abutment, wing wall, return wall with Sandy material complete as per drawing and technical specifications. S.O.R. Item No. 13.09 (B) |
| 108 | vi) Strengthening of road from Tiruldih choura road to Saparum(Length:2.800 K.M.)Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 109 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 110 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.S.O.R. Item No. 3.15 (i) |
| 111 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 mS.O.R. Item No. 3.06 |
| 112 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1S.O.R. Item No. 3.15 (i) |
| 113 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 114 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 115 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 116 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 117 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 118 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 119 | 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.RCD S.O.R. Item No. 6.01 |
| 120 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 121 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 122 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 123 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 124 | 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.S.O.R. Item No. 8.13 B |
| 125 | Earth work in excavation of foundation in Ordinary Soil by Manual Means 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 a nd utilising the remaining earth locally for road work.S.O.R. Item No. 3.13 (i) B |
| 126 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15S.O.R. Item No. 12.08 A |
| 127 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)S.O.R. Item No.12.07 (B) |
| 128 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)S.O.R. Item No. 13.04 A |
| 129 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15S.O.R. Item No.13.05 A (p) |
| 130 | Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.S.O.R. Item No.13.2 |
| 131 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.S.O.R. Item No.13.08 |
| 132 | vii) Strengthening of road fromRugribazar to Kutam. (Length: 2.400 K.M.). Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 133 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.S.O.R. Item No. 3.18 |
| 134 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.S.O.R. Item No. 3.15 (i) |
| 135 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I MaterialS.O.R. Item No. 4.01 B. (i) |
| 136 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B |
| 137 | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).S.O.R. Item No. 5.01 A (i) |
| 138 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)S.O.R. Item No. 5.02 (i) |
| 139 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) Bituminous Macadam for Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii) |
| 140 | Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5per centof 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. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading-II (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th) |
| 141 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days)S.O.R. Item No. 6.4 |
| 142 | Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii) |
| 143 | Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (iii) |
| 144 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.05 |
| 145 | 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.S.O.R. Item No. 8.13 B |
| 146 | Goods & Service Tax (G.S.T.) - |
| 147 | Labour Cess - |
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