| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707837815000 | 0 | None | None | Roads | Maintenance of Yelburga-Kanakagiri-Gangavati Munirabad S.H -130 from Km 12.60 to Km 26.30 in Yelburga Taluk, Koppal Dist. | 60564276.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581093 | 79906 | None | 2.5 (ii) | Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth upto 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.By Mechanical Means using Dozer, In area of light jungle. (100 m2)
---- including cost of all materials, labour, HOM, I | 100 Sqm | 412.65 | 412.65 | 165.82 | False | None | None | False | None | False | 68425.623 | 0 | | 2581094 | 79906 | None | 16.8(B) | Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means ---- including cost of all materials, labour, HOM, I | Mtr | 26.25 | 26.25 | 23030.0 | False | None | None | False | None | False | 604537.5 | 0 | | 2581095 | 79906 | None | 3.6 | 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 equirement of table No. 300 2
---- including cost of all materials, labour, HOM, I | Cum | 517.65 | 517.65 | 4122.55 | False | None | None | False | None | False | 2134038.0075 | 0 | | 2581096 | 79906 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
---- including cost of all materials, labour, HOM, I | Sqm | 6.3 | 6.3 | 3300.0 | False | None | None | False | None | False | 20790.0 | 0 | | 2581097 | 79906 | None | 4.2B(v) | Construction of Granular Sub Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading V Material
---- including cost of all materials, labour, HOM, I | Cum | 2476.95 | 2476.95 | 1087.5 | False | None | None | False | None | False | 2693683.125 | 0 | | 2581098 | 79906 | None | 4.17 | 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.
---- including cost of all materials, labour, HOM, I | Cum | 2686.95 | 2686.95 | 1265.0 | False | None | None | False | None | False | 3398991.75 | 0 | | 2581099 | 79906 | None | 5.1.A.(i) | 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 ---- including cost of all materials, labour, HOM, I | Sqm | 43.05 | 43.05 | 2750.0 | False | None | None | False | None | False | 118387.5 | 0 | | 2581100 | 79906 | None | 5.3 (ii) | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
---- including cost of all materials, labour, HOM, I | Sqm | 14.7 | 14.7 | 2750.0 | False | None | None | False | None | False | 40425.0 | 0 | | 2581101 | 79906 | None | 5.3 | Providing and applying tack coat with VG 10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
---- including cost of all materials, labour, HOM, I | Sqm | 12.6 | 12.6 | 59482.5 | False | None | None | False | None | False | 749479.5 | 0 | | 2581102 | 79906 | None | 5.8 c | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG 30 @ 3.3 percentage 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
---- including cost of all materials, labour, HOM, I | Cum | 8044.05 | 8044.05 | 3204.97 | False | None | None | False | None | False | 25780938.9285 | 0 | | 2581103 | 79906 | None | 5.31 | 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 at 5 percentage 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.
---- including cost of all materials, labour, HOM, I | Cum | 10659.6 | 10659.6 | 1555.81 | False | None | None | False | None | False | 16584312.276 | 0 | | 2581104 | 79906 | None | 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 rade cement or any other type as per Clause 501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum apacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates ncluding levelling the formwork as per drawing), spreading the concrete with shovels, rakes, ompacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and ater finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and nveyance of all materials, labour, equipments tc., complete. as per the directions of the ngineer-in-charge of the work.
---- including cost of all materials, labour, HOM, I | Cum | 7091.7 | 7091.7 | 845.0 | False | None | None | False | None | False | 5992486.5 | 0 | | 2581105 | 79906 | None | 8.15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.15 Page No.67)
---- including cost of all materials, labour, HOM, I | Sqm | 556.5 | 556.5 | 2403.0 | False | None | None | False | None | False | 1337269.5 | 0 | | 2581106 | 79906 | None | 8.43 | 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.
---- including cost of all materials, labour, HOM, I | Each | 383.25 | 383.25 | 2008.0 | False | None | None | False | None | False | 769566.0 | 0 | | 2581107 | 79906 | None | 8.7 | Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro- eflectorised sign as per IRC:67 made of high intensity grade heeting vide Clause 801.3, fixed over aluminium sheeting, 2 m thick with area not exceeding 0.9 sqm supported on a mild teel single angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60 cm, 60 em below round level as per approved drawing.
PWD SOR for Roads & Bridges - 2023 24 ( Item No. VOL-III-8.7 Page No.65)
---- including cost of all materials, labour, HOM, I | Sqm | 9460.5 | 9460.5 | 1.8 | False | None | None | False | None | False | 17028.9 | 0 | | 2581108 | 79906 | None | 8.6-(ii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 3 mm 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 TYPE II
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.6-(ii) Page No.64)
---- including cost of all materials, labour, HOM, I | Sqm | 4985.4 | 4985.4 | 28.0 | False | None | None | False | None | False | 139591.2 | 0 | | 2581109 | 79906 | None | 8.5-xvi | 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. 75 cm high octogon
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.5-xvi Page No.64)
---- including cost of all materials, labour, HOM, I | Each | 5603.85 | 5603.85 | 3.0 | False | None | None | False | None | False | 16811.55 | 0 | | 2581110 | 79906 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Boundary pillar / Guard Stone
PWD SOR for Roads & Bridges - 2023 24 ( Item No. VOL III 8.18 Page No.67)
---- including cost of all materials, labour, HOM, I | Each | 785.4 | 785.4 | 40.0 | False | None | None | False | None | False | 31416.0 | 0 | | 2581111 | 79906 | None | 8.16-ii | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc- For 200 m stone (precast)PWD SOR for Roads & Bridges 2023 24 ( Item No. VOL III 8.16 ii Page No.67) ---- including cost of all materials, labour, HOM, I | Each | 3073.35 | 3073.35 | 10.0 | False | None | None | False | None | False | 30733.5 | 0 | | 2581112 | 79906 | None | 8.16-iii | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 1980, fixing in position including painting and printing etc- For 200 m stone (precast) PWD SOR for Roads & Bridges - 2023 24 ( Item No. VOL-III 8.16 iii Page No.67)
---- including cost of all materials, labour, HOM, I | No | 884.1 | 884.1 | 40.0 | False | None | None | False | None | False | 35364.0 | 0 |
| | 1707837815000 | 0 | None | None | Roads | Construction Of Cross Drainage Work | 257662.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581113 | 79907 | None | 1.4.1 | Earth work excavation by manual means for rains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of oils, as per rawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- including cost of all materials, labour, HOM, I | Cum | 254.1 | 254.1 | 30.0 | False | None | None | False | None | False | 7623.0 | 0 | | 2581114 | 79907 | None | 2.1.2 | 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 xceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all aterials of quality, labour, Usage charges of machinery, curing, and all the other ppurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, labour, HOM, I | Cum | 5947.2 | 5947.2 | 2.0 | False | None | None | False | None | False | 11894.4 | 0 | | 2581115 | 79907 | None | 2.4.2 | 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, ncluding 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. ---- including cost of all materials, labour, HOM, I | Cum | 6639.15 | 6639.15 | 15.0 | False | None | None | False | None | False | 99587.25 | 0 | | 2581116 | 79907 | None | 111 item 4 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Wall (35 percenatge) ---- including cost of all materials, labour, HOM, I | Cum | 2323.7 | 2323.7 | 15.0 | False | None | None | False | None | False | 34855.5 | 0 | | 2581117 | 79907 | None | 2.11(h) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all aterials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ncilary operations complete as per drawing and technical specification All other type of structures ---- including cost of all materials, labour, HOM, I | t | 82961.55 | 82961.55 | 1.25 | False | None | None | False | None | False | 103701.9375 | 0 |
| | 1707837815000 | 0 | None | None | Roads | Road Maintenance Activities to be carried out for the Third Year | 370798.21 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581118 | 79908 | None | as per lt no 2900 dt 20.01.2024 approved by SE Bel | Road Maintence for 3rd year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. ---- including cost of all materials, labour, HOM, I | Km | 32770.5 | 32770.5 | 11.315 | False | None | None | False | None | False | 370798.2075 | 0 |
| | 1707837815000 | 0 | None | None | Roads | Road Maintenance Activities to be carried out for the Fourth Year | 650233.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581119 | 79909 | None | as per lt no 2900 dt 20.01.2024 approved by SE Bel | Road Maintence for 4th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. ---- including cost of all materials, labour, HOM, I | Km | 57466.5 | 57466.5 | 11.315 | False | None | None | False | None | False | 650233.4475 | 0 |
| | 1707837815000 | 0 | None | None | Roads | Road Maintenance Activities to be carried out for the Fifth Year | 820603.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581120 | 79910 | None | as per lt no 2900 dt 20.01.2024 approved by SE Bel | Road Maintence for 5th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. ---- including cost of all materials, labour, HOM, I | Km | 72523.5 | 72523.5 | 11.315 | False | None | None | False | None | False | 820603.4025 | 0 |
| | 1707837815000 | 0 | None | None | Roads | COST ESTIMATE FOR 6TH YEAR RENEWAL AFTER ROAD MAINTENANCE PERIOD | 19576366.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2581121 | 79911 | None | 2.5 II A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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. By Mechanical Means, In area of light jungle.
PWD SOR for Roads & Bridges 2023-24 ( Item No. VOL-III-2.5-ii-A Page No.9) ---- including cost of all materials, labour, HOM, I | 100 Sqm | 412.65 | 412.65 | 240.0 | False | None | None | False | None | False | 99036.0 | 0 | | 2581122 | 79911 | None | 16.19 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1909.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-I-16.19 Page No.147) ---- including cost of all materials, labour, HOM, I | Mtr | 6.3 | 6.3 | 1200.0 | False | None | None | False | None | False | 7560.0 | 0 | | 2581123 | 79911 | None | 10.3 | Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-10.3 Page No.91) ---- including cost of all materials, labour, HOM, I | Sqm | 40.95 | 40.95 | 1800.0 | False | None | None | False | None | False | 73710.0 | 0 | | 2581124 | 79911 | None | 10.2 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipmen
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-10.2 Page No.91) ---- including cost of all materials, labour, HOM, I | Sqm | 101.85 | 101.85 | 4500.0 | False | None | None | False | None | False | 458325.0 | 0 | | 2581125 | 79911 | None | 16.24 | Maintenance of 200 m and km stones
Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification. Painting two coats with synthetic enamel paint
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-16.24 (i) Page No.148) ---- including cost of all materials, labour, HOM, I | Km | 216.3 | 216.3 | 10.0 | False | None | None | False | None | False | 2163.0 | 0 | | 2581126 | 79911 | None | 10.4 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-10.4 Page No.91) ---- including cost of all materials, labour, HOM, I | Sqm | 164.85 | 164.85 | 1866.98 | False | None | None | False | None | False | 307771.653 | 0 | | 2581127 | 79911 | None | 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-5.3 Page No.31) ---- including cost of all materials, labour, HOM, I | Sqm | 12.6 | 12.6 | 62232.5 | False | None | None | False | None | False | 784129.5 | 0 | | 2581128 | 79911 | None | 5.31 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-5.31 Page No.43) ---- including cost of all materials, labour, HOM, I | Cum | 10659.6 | 10659.6 | 1555.81 | False | None | None | False | None | False | 16584312.276 | 0 | | 2581129 | 79911 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 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.
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.15+with Addhoc Page No.67) ---- including cost of all materials, labour, HOM, I | Sqm | 556.5 | 556.5 | 2263.0 | False | None | None | False | None | False | 1259359.5 | 0 |
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