| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1723023873000 | 0 | None | None | Bridges/Culverts | Bridge Protion | 4555637.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3713300 | 137224 | None | P.No. 9, I.No.2.5 (ii) a. VOL-III | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer. In area of light jungle ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 463.74 | 463.74 | 15.0 | False | None | None | False | None | False | 6956.1 | 0 | | 3713301 | 137224 | None | P.No. 8, I.No. 1.14.1. VOL-I | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. In all kinds of soils Depth upto 3 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 120.36 | 120.36 | 757.0 | False | None | None | False | None | False | 91112.52 | 0 | | 3713302 | 137224 | None | P.No. 7, I.No. 1.8. VOL-I | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all
lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including
cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 559.32 | 559.32 | 1179.0 | False | None | None | False | None | False | 659438.28 | 0 | | 3713303 | 137224 | None | P.No. 10, I.No. 2.11. II.A. VOL-III | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. (iv)By Mechanical means. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 212.4 | 212.4 | 41.3 | False | None | None | False | None | False | 8772.12 | 0 | | 3713304 | 137224 | None | P.No. 11, I.No.2.17.iX.B. VOL-III | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 1293.28 | 1293.28 | 20.0 | False | None | None | False | None | False | 25865.6 | 0 | | 3713305 | 137224 | None | P.No. 12, I.No.2.19. VOL-III | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 664.34 | 664.34 | 16.2 | False | None | None | False | None | False | 10762.308 | 0 | | 3713306 | 137224 | None | P.No. 8, I.No. 1.14.1. VOL-I | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. In all kinds of soils Depth upto 3 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 120.36 | 120.36 | 727.2 | False | None | None | False | None | False | 87525.792 | 0 | | 3713307 | 137224 | None | P.No. 15, I.No.2.1.3. VOL-I | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7067.02 | 7067.02 | 40.5 | False | None | None | False | None | False | 286214.31 | 0 | | 3713308 | 137224 | None | P.No. 16, I.No.2.4.3. VOL-I | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7476.48 | 7476.48 | 64.47 | False | None | None | False | None | False | 482008.6656 | 0 | | 3713309 | 137224 | None | P.No. 16, I.No.2.5.2. VOL-I | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 8074.74 | 8074.74 | 116.22 | False | None | None | False | None | False | 938446.2828 | 0 | | 3713310 | 137224 | None | P.No. 111, I.No. 6. VOL-I | Additionalities for Formwork, Centering & Scaffolding. (Well Foundation) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1614.95 | 1614.95 | 86.52 | False | None | None | False | None | False | 139725.474 | 0 | | 3713311 | 137224 | None | P.No. 112, I.No. 11. VOL-I | Additionalities for Formwork, Centering & Scaffolding. (Earth retaining structures) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 807.47 | 807.47 | 44.24 | False | None | None | False | None | False | 35722.4728 | 0 | | 3713312 | 137224 | None | P.No. 112, I.No. 1. VOL-I | Additionalities for Formwork, Centering & Scaffolding. (Solid Slab Super structure) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1614.95 | 1614.95 | 47.37 | False | None | None | False | None | False | 76500.1815 | 0 | | 3713313 | 137224 | None | P.No. 18, I.No.2.11.h VOL-I | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 93232.98 | 93232.98 | 5.64 | False | None | None | False | None | False | 525834.0072 | 0 | | 3713314 | 137224 | None | P.No. 18, I.No.2.11.h VOL-I | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 93232.98 | 93232.98 | 9.52 | False | None | None | False | None | False | 887577.9696 | 0 | | 3713315 | 137224 | None | P.No. 117, I.No.12.2. VOL-III | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 282.02 | 282.02 | 24.6 | False | None | None | False | None | False | 6937.692 | 0 | | 3713316 | 137224 | None | P.No. 117, I.No.12.4. VOL-III | 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. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3158.86 | 3158.86 | 33.3 | False | None | None | False | None | False | 105190.038 | 0 | | 3713317 | 137224 | None | P.No. 117, I.No.12.3.A. VOL-III | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 1378.24 | 1378.24 | 64.17 | False | None | None | False | None | False | 88441.6608 | 0 | | 3713318 | 137224 | None | P.No. 121, I.No.13.4. VOL-III | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 2748.22 | 2748.22 | 20.0 | False | None | None | False | None | False | 54964.4 | 0 | | 3713319 | 137224 | None | P.No. 121, I.No.13.7. VOL-III | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Nos | 3859.78 | 3859.78 | 4.0 | False | None | None | False | None | False | 15439.12 | 0 | | 3713320 | 137224 | None | P.No. 123, I.No.13.15.iii. VOL-III | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 272.58 | 272.58 | 16.48 | False | None | None | False | None | False | 4492.1184 | 0 | | 3713321 | 137224 | None | P.No. 123, I.No.13.14. VOL-III | Painting on concrete surface. Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 99.12 | 99.12 | 178.68 | False | None | None | False | None | False | 17710.7616 | 0 |
| | 1723023873000 | 1 | None | None | Bridges/Culverts | Approach Road | 6213249.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3713322 | 137225 | None | P.No. 9, I.No.2.5 (ii) A. VOL-III | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer. In area of light jungle ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 463.74 | 463.74 | 12.78 | False | None | None | False | None | False | 5926.5972 | 0 | | 3713323 | 137225 | None | P.No. 8, I.No. 1.14.1. VOL-I | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. In all kinds of soils Depth upto 3 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 120.36 | 120.36 | 303.75 | False | None | None | False | None | False | 36559.35 | 0 | | 3713324 | 137225 | None | P.No. 17, I.No.3.4.ii. VOL-III | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 5.9 | 5.9 | 2662.5 | False | None | None | False | None | False | 15708.75 | 0 | | 3713325 | 137225 | None | P.No. 23, I.No.4.1 (v) VOL-III | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 2934.66 | 2934.66 | 585.75 | False | None | None | False | None | False | 1718977.095 | 0 | | 3713326 | 137225 | None | P.No. 26, I.No.4.17. VOL-III | Wet Mix Macadam (Plant Mix Method) 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 3019.62 | 3019.62 | 532.5 | False | None | None | False | None | False | 1607947.65 | 0 | | 3713327 | 137225 | None | P.No. 31, I.No.5.1.A (i). VOL-III | Prime Coat over WMM/WBM. Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 48.38 | 48.38 | 2662.5 | False | None | None | False | None | False | 128811.75 | 0 | | 3713328 | 137225 | None | P.No. 31, I.No.5.4. (ii). VOL-III | Tack coat on Granular surface treated with primer. Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 16.52 | 16.52 | 2662.5 | False | None | None | False | None | False | 43984.5 | 0 | | 3713329 | 137225 | None | P.No. 32-33, I.No.5.8.C. (ii) VOL-III | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 9039.98 | 9039.98 | 133.12 | False | None | None | False | None | False | 1203402.1376 | 0 | | 3713330 | 137225 | None | P.No. 43, I.No.5.31. (ii) VOL-III | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 11979.36 | 11979.36 | 66.56 | False | None | None | False | None | False | 797346.2016 | 0 | | 3713331 | 137225 | None | P.No. 17, I.No.3.6. VOL-III | Construction of sub-grade 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 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 581.74 | 581.74 | 639.0 | False | None | None | False | None | False | 371731.86 | 0 | | 3713332 | 137225 | None | P.No. 67, I.No. 8.15. VOL-III | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 625.4 | 625.4 | 152.0 | False | None | None | False | None | False | 95060.8 | 0 | | 3713333 | 137225 | None | P.No. 63-64, I.No. 8.5. A. (ii). VOL-III | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly
designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Each | 5527.12 | 5527.12 | 10.0 | False | None | None | False | None | False | 55271.2 | 0 | | 3713334 | 137225 | None | P.No. 66, I.No. 8.11. VOLUME-III | Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 113.28 | 113.28 | 11.25 | False | None | None | False | None | False | 1274.4 | 0 | | 3713335 | 137225 | None | P.No. 63, I.No. 8.4. VOLUME-III | Printing New Letter and Figures of any Shade. Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. English and Roman ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Per cm Height Per Letter | 1.06 | 1.06 | 2200.0 | False | None | None | False | None | False | 2332.0 | 0 | | 3713336 | 137225 | None | P.No. 74, I.No. 8.43. VOLUME-III | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of
Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of
the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside,
without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Nos | 430.7 | 430.7 | 250.0 | False | None | None | False | None | False | 107675.0 | 0 | | 3713337 | 137225 | None | P.No. 78, I.No. 8.54 VOLUME-III | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. | Nos | 10620.0 | 10620.0 | 2.0 | False | None | None | False | None | False | 21240.0 | 0 |
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