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| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF STRENGTHENING OF ROAD FROM KULIANGTA PWD TO BARA KUMIRTA BLOCK-NOAMUNDI, DISTRICT-WEST SINGHBHUM (L-1.765 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2 |
| 2 | 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. 3.15 (ii) |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 5 | 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)S.O.R. Item No. 3.18 |
| 6 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | Prime Coat 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) |
| 8 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 9 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03 |
| 10 | Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 11 | 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 5 per cent 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 12 | 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 ) S.O.R. Item No. 6.4 |
| 13 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 14 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv). (X) |
| 15 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 16 | 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 |
| 17 | Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 18 | Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 19 | G/WALL 1.5M 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. (Depth upto 3 m) |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 21 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 22 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4) |
| 23 | Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 24 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 25 | Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 26 | REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure |
| 27 | Plain/Reinforced Cement Concrete on Top of Wall complete as perDrawing and Technical Specifications(P.C.C. Grade M-15) |
| 28 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specificationClauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 29 | RCC CULVERT 1X1.50X1.00 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 30 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 31 | Plain/Reinforced cement concrete in open foundation complete as per drawing andTechnical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 32 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 33 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 34 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 36 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.5 F (p) Case I |
| 37 | Providing and laying Cement Concrete Wearing Coat M-30 grade includingreinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 38 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 39 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 40 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 41 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 42 | RCC CULVERT 1X1.50X2.00 E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing ofsides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 12.1 I A (i) |
| 43 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 44 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 45 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 46 | Stone masonry work in cement mortar in sub-structure complete as per drawingand technical specifications Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 47 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 48 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 50 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 51 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 52 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 53 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through thefull width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 54 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B |
| 55 | CONSTRUCTION OF STRENGTHENING OF ROAD FROM PWD ROAD TO BALJORIKHAS VIA MERALGARA KANDENALA BLOCK-NOAMUNDI, DISTRICT-WEST SINGHBHUM (L-7.590 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2 |
| 56 | 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. 3.15 (ii) |
| 57 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 58 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 59 | 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)S.O.R. Item No. 3.18 |
| 60 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 61 | Prime Coat 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) |
| 62 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 63 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03 |
| 64 | 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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 65 | 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 5 per cent 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 66 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)S.O.R. Item No. 8.14 (i) |
| 67 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 68 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv). (X) |
| 69 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 70 | 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 |
| 71 | Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 72 | Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 73 | G/WALL 1.5M 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. (Depth upto 3 m) |
| 74 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 75 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 76 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4) |
| 77 | Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 78 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 79 | Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 80 | REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure |
| 81 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications(P.C.C. Grade M-15) |
| 82 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 83 | RCC CULVERT 1X1.50X1.00 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 84 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 85 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 86 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 87 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 88 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 89 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 90 | Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 91 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 92 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 93 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 94 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 95 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 96 | RCC CULVERT 1X3.00X2.00 E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing ofsides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 12.1 I A (i) |
| 97 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 98 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 99 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 100 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 101 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 102 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 103 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 104 | Providing and laying Cement Concrete Wearing Coat M-30 grade includingreinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 105 | Supplying, fitting and placing HYSD bar reinforcement in super-structure completeas per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 106 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 107 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through thefull width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 108 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B |
| 109 | CONSTRUCTION OF STRENGTHENING OF ROAD FROM KANDENALA PWD TO ODISHA BORDER BLOCK-NOAMUNDI, DISTRICT-WEST SINGHBHUM(L-2.530 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2 |
| 110 | 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. 3.15 (ii) |
| 111 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 112 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 113 | 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)S.O.R. Item No. 3.18 |
| 114 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 115 | Prime Coat 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 Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 117 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03 |
| 118 | Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 119 | 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 5 per cent 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 120 | 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 ) S.O.R. Item No. 6.4 |
| 121 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 122 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv). (X) |
| 123 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 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 |
| 125 | Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 126 | Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 127 | G/WALL 1.5M 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. (Depth upto 3 m) |
| 128 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 129 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 130 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4) |
| 131 | Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 132 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 133 | Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 134 | REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure |
| 135 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications(P.C.C. Grade M-15) |
| 136 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 137 | RCC CULVERT 1X1.50X1.00 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 138 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 139 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 140 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 141 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 142 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 143 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 144 | Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 145 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 146 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 147 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 148 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 149 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 150 | CONSTRUCTION OF STRENGTHENING OF ROAD FROM NAWAMUNDI SH TO SHOSHOPI ROAD BLOCK-NOAMUNDI, DISTRICT-WEST SINGHBHUM (L-3.000 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2 |
| 151 | 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. 3.15 (ii) |
| 152 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 153 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 154 | 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)S.O.R. Item No. 3.18 |
| 155 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 156 | Prime Coat 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) |
| 157 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 158 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03 |
| 159 | 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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 160 | 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 5 per cent 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 161 | 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 ) S.O.R. Item No. 6.4 |
| 162 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 163 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv). (X) |
| 164 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 165 | 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 |
| 166 | Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 167 | Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 168 | G/WALL 1.5M 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. (Depth upto 3 m) |
| 169 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 170 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 171 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4) |
| 172 | Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 173 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 174 | Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 175 | REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure |
| 176 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications(P.C.C. Grade M-15) |
| 177 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 178 | RCC CULVERT 1X1.50X1.00 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 179 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 180 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 181 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 182 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 183 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 184 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 185 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 186 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 187 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 188 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 189 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 190 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 191 | CONSTRUCTION OF STRENGTHENING OF ROAD FROM REO ROAD TO PICHUA BLOCK-NOAMUNDI, DISTRICT-WEST SINGHBHUM (L-1.610 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2 |
| 192 | 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. 3.15 (ii) |
| 193 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 194 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 195 | 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)S.O.R. Item No. 3.18 |
| 196 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 197 | Prime Coat 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) |
| 198 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) |
| 199 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03 |
| 200 | Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) |
| 201 | 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 5 per cent 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. 508 complete in all respects.S.O.R. Item No. 5.07 (II) |
| 202 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii) |
| 203 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.80 mm x 60 mm rectangularS.O.R. Item No. 8.4 (iv). (X) |
| 204 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701S.O.R. Item No. 8.06 |
| 205 | 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 |
| 206 | Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 207 | Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone |
| 208 | G/WALL 1.5M 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. (Depth upto 3 m) |
| 209 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 210 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar |
| 211 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4) |
| 212 | Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 213 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 214 | Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 215 | REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure |
| 216 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications(P.C.C. Grade M-15) |
| 217 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 218 | RCC CULVERT 1X1.50X1.00 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 219 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 15.9 |
| 220 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 221 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 222 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 223 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 224 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 225 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 226 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 227 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 228 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 229 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 230 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 231 | Goods & Service Tax (G.S.T.) - |
| 232 | Labour Cess - Please Enable Macros to View BoQ information |
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