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| 1 | 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. |
| 2 | 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. (2.000Km Carted) |
| 3 | Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per |
| 4 | Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401. |
| 5 | 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. |
| 6 | Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge. |
| 7 | Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge (carted 2000m). |
| 8 | Providing and applying primer coat with S.S.-1 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects. |
| 10 | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as per Clause 503 |
| 11 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects on DBM |
| 12 | Compaction of embankment at site from excavated material graded and compacted to meet requirement of table 300-2. |
| 13 | 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 |
| 14 | Construction of Out Fall Drain. (RCR)Earth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of |
| 15 | Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255 |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) |
| 17 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. |
| 18 | Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 19 | Providing and laying R.C.C. 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over drain including supply of all material, curing, labour and T & P etc required for proper completion of the work. |
| 20 | M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level |
| 21 | Construction of RCC Retaining Wall Excavation in foundation in B.C. soil including lift upto 1.50m.and lead upto 30.00m (100 ft.) and including filling watering and ramming or excavated earth into the trenches or in to space between and building and the sides |
| 22 | Coarse sand filling in plinth including supply of necessary quantity of coarse sand from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. |
| 23 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 24 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. |
| 25 | Raised cement pointing with 1:2 cement, fine sand mortar including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. |
| 26 | Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 27 | P/L of 100 mm. dia. A.C. pipe in weap hole. |
| 28 | Constructuion of Gule Culverts Single Row 0.350 m DiaExcavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 29 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 30 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) |
| 31 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 32 | S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 350 mm dia |
| 33 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584 |
| 34 | Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work. |
| 35 | Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 36 | Lettering painting of Culvert Nos. etc. |
| 37 | Constructuion of Culverts Single Row 0.600 m DiaExcavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 38 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 39 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) |
| 40 | S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 600 mm dia |
| 41 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 42 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584 |
| 43 | Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work. |
| 44 | Lettering painting of Culvert Nos. etc. |
| 45 | Wiedening of Culverts Single Row 0.600 m DiaExcavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 46 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 47 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per MoRT&H Specification No. 2100 S.l No. 12.4) |
| 48 | S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 600 mm dia |
| 49 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 50 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584 |
| 51 | Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work. |
| 52 | Lettering painting of Culvert Nos. etc. |
| 53 | Construction of Culverts Single Row 1.00 m DiaExcavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 54 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 55 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 56 | Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. |
| 57 | Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) |
| 58 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584 |
| 59 | Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work. |
| 60 | Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 61 | Lettering painting of Culvert Nos. etc. |
| 62 | Construction of 1x3x2.5 RCC Box Culvert Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 63 | Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 64 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 65 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 sub-structure as per drawing and Technical Specification. |
| 66 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 67 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 68 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 69 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 70 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 20 GRADE |
| 71 | Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding. |
| 72 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 73 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 74 | Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification |
| 75 | Pressure relife pipe of 100 mm dia shall be provided in Raft area, 0.5x.0.5 m below pressure relife pipe shall be provided in the form of invert filter. |
| 76 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 77 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 78 | Construction of 1x2x2.5 RCC Box Culvert Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 79 | Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 80 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 81 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 sub-structure as per drawing and Technical Specification. |
| 82 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 83 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 84 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 85 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 86 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 20 GRADE |
| 87 | Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding. |
| 88 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 89 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 90 | Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification |
| 91 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 92 | Construction of 1x2x2 RCC Box Culvert Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 93 | Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 94 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 95 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 sub-structure as per drawing and Technical Specification. |
| 96 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 97 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification. |
| 98 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 99 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 100 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 20 GRADE |
| 101 | Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding. |
| 102 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 103 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 104 | Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification |
| 105 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 106 | Improvement of Junction 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 107 | 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. |
| 108 | Providing and applying primer coat with S.S.-1 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. |
| 109 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 110 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects. |
| 111 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 112 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects |
| 113 | Road Safety Providing and laying of hot appiled 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 streak and holes |
| 114 | Providing and laying of hot appiled thermoplastic compound 15.00 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 streak and holes Bar Strip in Abadi Portion |
| 115 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board |
| 116 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification.T Junction Sign Board |
| 117 | Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing (informatry Borad of Size less than .9 SQM) |
| 118 | Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing (informatry Borad of Size more than .9 SQM) |
| 119 | Supply and Fixing of 3M/Brand Makers Series 200 (Cat Eyes) body made of Polycarbonate with electronically welded prismatic retro reflective lance on both side for maximum retro reflection in wet & dry conditions with 3M bitumen adhesive B.T. 69. (with Shank) |
| 120 | Providing, Fixing & Hoisting complete in position of welded built up Structure of MS Pipe medium for Single Pipe Over Head Signage comprising of vertical posts 6 Mtr. Ht. from top of the R.C.C. foundation made of 300 mm. dia. Pipe (single pole) 10 mm. MS Plate at top & bottom for bearing & horizontal frame 32 mm. N.B. (M) main Pipes & 25 mm. N.B. (M) bracing except at junctions & comers as per drawing with one cat of steel primer & two coat of synthetic enamel paint including excavation lean concrete 1:4:8 with cement coarse and approved 20 mm. grit & R.C.C. 1:2:4 as per drawing enclosed. |
| 121 | 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 as per MORT&H specification. |
| 122 | Maintenance of Concrete surface including Crack Sealing spot patching including restoration of rain cuts and dressing of side slop / berms, making up of berms / shoulders.maintenance of drain, maintenance of culverts and cause ways, maintennance of guard rails and parapet.maintenance of road sign, speed breakers, standing tree at adjacent to road wherever required maintenance of 200m Stone(Hectometr) and kilometr stones, cutting of branches of trees, shurb and trimming of grass and weeds etc white whashing of parapet including CD Work,painting of guard stones, refixing of displaced guard stone (as per performance Index Anexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23- 1099/113/2023 dated 16.01.2024 & Enc lettere no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024 subjected to approval from Govt Maintence of 1st year after completion of work @Zero % of total cost of work (Item No 01 to 46) |
| 123 | Maintenance cost for 2nd year @ 0.25% cost of Work (Item No 01 to 46) |
| 124 | Maintenance cost for 3rd year @ 0.50% cost of Work (Item No 01 to 46) |
| 125 | Maintenance cost for 4th year @ 0.75% cost of Work (Item No 01 to 46) |
| 126 | Maintenance cost for 5th year @ 1.00% cost of Work (Item No 01 to 46) Please Enable Macros to View BoQ information |
