| 1710417995000 | 0 | None | None | Bridges/Culverts | Construction of Bridge at Ch.69.05km in Devanahalli Kempapura Road SH-96 in KGF Taluk. | 15194177.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3073239 | 104888 | None | 2.8-ii-(b) | 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 Lime /Cement Concrete , By Mechanical Means Prestressed / RCC grade M-20 &
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-2.8-ii-(b) Page No.10)
---- With all lead | Cum | 1307.44 | 1307.44 | 8.71 | False | None | None | False | None | False | 11387.8024 | 0 | | 3073240 | 104888 | None | 2.11-II-(a) | 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 Dismantling Stone Masonry, By Mechanical Means Dismantling Brick / Tile work / rubble masonry / pitching / etc
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-2.11-II-(a) Page No.10)
---- With all lead | Cum | 212.4 | 212.4 | 8.83 | False | None | None | False | None | False | 1875.492 | 0 | | 3073241 | 104888 | None | 1.14.1 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-1.14.1 Page No.8) "
---- With all lead | Cum | 137.83 | 137.83 | 950.94 | False | None | None | False | None | False | 131068.0602 | 0 | | 3073242 | 104888 | None | 1.14.2 | 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 3 m to 6 m, V.1, P.8, Item no.1.14.2
---- With all lead | Cum | 161.2 | 161.2 | 20.1 | False | None | None | False | None | False | 3240.12 | 0 | | 3073243 | 104888 | None | 2.1.3 | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.1.3 Page No.15) "
---- With all lead | Cum | 7709.56 | 7709.56 | 65.7 | False | None | None | False | None | False | 506518.092 | 0 | | 3073244 | 104888 | None | 2.11-b | 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
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-2.11-b Page No.18) "
---- With all lead | Tonne | 101723.08 | 101723.08 | 39.99 | False | None | None | False | None | False | 4067905.9692 | 0 | | 3073245 | 104888 | None | 2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,P-15,2.2.3
---- With all lead | Cum | 9786.97 | 9786.97 | 354.66 | False | None | None | False | None | False | 3471046.7802 | 0 | | 3073246 | 104888 | None | 2.5.3 | Providing and laying in position Reinforced 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, formwork and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , V-1,16,2.5.3
---- With all lead | Cum | 10782.14 | 10782.14 | 172.12 | False | None | None | False | None | False | 1855821.9368 | 0 | | 3073247 | 104888 | None | 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-13.2 Page No.121) "
---- With all lead | Cum | 16485.78 | 16485.78 | 18.39 | False | None | None | False | None | False | 303173.4942 | 0 | | 3073248 | 104888 | None | 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, V-3, 121, 13.8
---- With all lead | Cum | 8036.98 | 8036.98 | 16.8 | False | None | None | False | None | False | 135021.264 | 0 | | 3073249 | 104888 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), V-3, 122, 13.9
---- With all lead | Cum | 13965.3 | 13965.3 | 25.2 | False | None | None | False | None | False | 351925.56 | 0 | | 3073250 | 104888 | None | 13.14 | 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.V-3, 123, 13.14
---- With all lead | Sqm | 99.12 | 99.12 | 27.9 | False | None | None | False | None | False | 2765.448 | 0 | | 3073251 | 104888 | None | 14.4(a) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification Stone/Boulder
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-14.4(a) Page No.129) "
---- With all lead | Cum | 2256.16 | 2256.16 | 104.55 | False | None | None | False | None | False | 235881.528 | 0 | | 3073252 | 104888 | 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) "
---- With all lead | No | 882.64 | 882.64 | 24.0 | False | None | None | False | None | False | 21183.36 | 0 | | 3073253 | 104888 | None | 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material, V-3, 117, 12.3
---- With all lead | Cum | 1378.24 | 1378.24 | 183.12 | False | None | None | False | None | False | 252383.3088 | 0 | | 3073254 | 104888 | None | 16.16-iii | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101 750mm. dia
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-16.16-iii Page No.146) "
---- With all lead | Rmtr | 7869.42 | 7869.42 | 22.5 | False | None | None | False | None | False | 177061.95 | 0 | | 3073255 | 104888 | None | 1.8 | 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.
Common SOR For Engineering Departments 2023 - 2024 ( Item No. VOL-I-1.8 Page No.7) "
---- With all lead | Cum | 559.32 | 559.32 | 882.0 | False | None | None | False | None | False | 493320.24 | 0 | | 3073256 | 104888 | None | 8.4 | 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
PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4 Page No.63) "
---- With all lead | cm | 1.06 | 1.06 | 120.0 | False | None | None | False | None | False | 127.2 | 0 | | 3073257 | 104888 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification, V-3, 121, 13.7
---- With all lead | No | 3859.78 | 3859.78 | 12.0 | False | None | None | False | None | False | 46317.36 | 0 | | 3073258 | 104888 | None | 13.15 (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.V-3, 123, 13.15 (iii)
---- With all lead | Mtr | 272.58 | 272.58 | 12.0 | False | None | None | False | None | False | 3270.96 | 0 | | 3073259 | 104888 | None | 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements 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.V-3, 117, 12.4
---- With all lead | Cum | 3158.86 | 3158.86 | 108.06 | False | None | None | False | None | False | 341346.4116 | 0 | | 3073260 | 104888 | 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-3.5 / Page No. 17)
---- With all lead | Sqm | 7.08 | 7.08 | 330.0 | False | None | None | False | None | False | 2336.4 | 0 | | 3073261 | 104888 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.Common SR-2023-24 ( Item No.VOL-I-1.12 / Page No. 8)
---- With all lead | Cum | 112.1 | 112.1 | 381.0 | False | None | None | False | None | False | 42710.1 | 0 | | 3073262 | 104888 | None | 1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.Common SR-2023-24 ( Item No.VOL-I-1.7 / Page No. 07)
---- With all lead | Cum | 140.42 | 140.42 | 304.8 | False | None | None | False | None | False | 42800.016 | 0 | | 3073263 | 104888 | None | 1.8 | 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.Common SR-2023-24 ( Item No.VOL-I-1.8 / Page No. 07)
---- With all lead | Cum | 559.32 | 559.32 | 2906.35 | False | None | None | False | None | False | 1625579.682 | 0 | | 3073264 | 104888 | 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 requirement of table No. 300-2 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-3.6 / Page No.17)
---- With all lead | Cum | 581.74 | 581.74 | 77.2 | False | None | None | False | None | False | 44910.328 | 0 | | 3073265 | 104888 | None | 4.2-B (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 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-4.2-B (v) / Page No. 23)
---- With all lead | Cum | 2783.62 | 2783.62 | 105.3 | False | None | None | False | None | False | 293115.186 | 0 | | 3073266 | 104888 | None | 4.7 | 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-4.17 / Page No. 26)
---- With all lead | Cum | 3019.62 | 3019.62 | 108.0 | False | None | None | False | None | False | 326118.96 | 0 | | 3073267 | 104888 | 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 per m2 using mechanical means. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-5.1-A-i / Page No. 31)
---- With all lead | Sqm | 48.38 | 48.38 | 420.0 | False | None | None | False | None | False | 20319.6 | 0 | | 3073268 | 104888 | None | 5.3-i | 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-5.3-i / Page No. 31)
---- With all lead | Sqm | 16.52 | 16.52 | 420.0 | False | None | None | False | None | False | 6938.4 | 0 | | 3073269 | 104888 | None | 5.8 C | Bituminous Macadam Grading - II for traffic less than 20 MSA 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 Vol 3 page no 32-33 Item no 5.8C ---- With all lead | Cum | 9039.98 | 9039.98 | 21.0 | False | None | None | False | None | False | 189839.58 | 0 | | 3073270 | 104888 | None | 5.31 | Semi Dense Bituminous Concrete 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. page no 43 item no 5.31 ---- With all lead | Cum | 11979.36 | 11979.36 | 10.5 | False | None | None | False | None | False | 125783.28 | 0 | | 3073271 | 104888 | None | 8.15 | Providing and laying of hot applied thermoplastic compound2.5 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. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.15/ Page No. 67)
---- With all lead | Sqm | 625.4 | 625.4 | 21.0 | False | None | None | False | None | False | 13133.4 | 0 | | 3073272 | 104888 | None | 8.5 A (ii) | 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 round level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 Page No.54 Item No.VOL-III-8.5 A (ii) Page No. 64)
---- With all lead | No | 5527.12 | 5527.12 | 4.0 | False | None | None | False | None | False | 22108.48 | 0 | | 3073273 | 104888 | 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 tachment 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74)
---- With all lead | No | 430.7 | 430.7 | 60.0 | False | None | None | False | None | False | 25842.0 | 0 |
|