| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719991521000 | 0 | None | None | Roads | Improvement Widening of Kothapalli-Masthi SH-99 road from ch/5.60 KM to 11.15 Km in Srinivasapura taluk Working Ch/5.60 KM to 11.15Km | 51141456.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3440226 | 122064 | None | Vol-3 Pg No:9 It No:2.5 IIB | 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. By Mechanical Means using Dozer In area of thorny jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 484.0 | 484.0 | 84.6 | False | None | None | False | None | False | 40946.4 | 0 | | 3440227 | 122064 | None | Vol-1 Pg No:8 It No: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 aradius 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 102.0 | 102.0 | 3028.5 | False | None | None | False | None | False | 308907.0 | 0 | | 3440228 | 122064 | None | Vol-3 Pg No:17 It No: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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 6.0 | 6.0 | 17215.0 | False | None | None | False | None | False | 103290.0 | 0 | | 3440229 | 122064 | None | Vol-3 Pg No:15 It No:3.7 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 105.0 | 105.0 | 1408.5 | False | None | None | False | None | False | 147892.5 | 0 | | 3440230 | 122064 | None | Vol-3 Pg No:17 It No: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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 493.0 | 493.0 | 2555.4 | False | None | None | False | None | False | 1259812.2 | 0 | | 3440231 | 122064 | None | Vol-3 Pg No:23 It No: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 For Grading -V Material ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2359.0 | 2359.0 | 4538.5 | False | None | None | False | None | False | 10706321.5 | 0 | | 3440232 | 122064 | None | Vol-3 Pg No:26 It No:4.17 | 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2559.0 | 2559.0 | 5587.05 | False | None | None | False | None | False | 14297260.95 | 0 | | 3440233 | 122064 | None | Vol-3 Pg No:31 It No:5.1 A i | 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 per m2 using mechanical means. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 41.0 | 41.0 | 21910.0 | False | None | None | False | None | False | 898310.0 | 0 | | 3440234 | 122064 | None | Vol-3 Pg No:31 It No:5.3 i | Tack coat on Bituminous surface 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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 12.0 | 12.0 | 21910.0 | False | None | None | False | None | False | 262920.0 | 0 | | 3440235 | 122064 | None | Vol-3 Pg No:34 It No:5.10 C | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 8779.0 | 8779.0 | 1095.5 | False | None | None | False | None | False | 9617394.5 | 0 | | 3440236 | 122064 | None | Vol-3 Pg No:36 It No:5.14 C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 10626.0 | 10626.0 | 657.3 | False | None | None | False | None | False | 6984469.8 | 0 | | 3440237 | 122064 | None | Vol-1 P.No:71 It No: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. (Royalty shall be recovered @ Rs. 60.00/m3 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 119.0 | 119.0 | 2201.64 | False | None | None | False | None | False | 261995.16 | 0 | | 3440238 | 122064 | None | Vol-3 Pg No:67 It No:8.16 III | Reinforced cement concrete M15grade Hectometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc200 m stone (precast) ( ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 842.0 | 842.0 | 14.0 | False | None | None | False | None | False | 11788.0 | 0 | | 3440239 | 122064 | None | Vol-3 Pg No:67 It No:8.16 II | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 2927.0 | 2927.0 | 3.0 | False | None | None | False | None | False | 8781.0 | 0 | | 3440240 | 122064 | None | Vol-3 Pg No:64 It No:8.5 IV | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 3576.0 | 3576.0 | 16.0 | False | None | None | False | None | False | 57216.0 | 0 | | 3440241 | 122064 | None | Vol-3 Pg No:65 It No:8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 9010.0 | 9010.0 | 3.6 | False | None | None | False | None | False | 32436.0 | 0 | | 3440242 | 122064 | None | Vol-3 Pg No:67 It No: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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 530.0 | 530.0 | 817.5 | False | None | None | False | None | False | 433275.0 | 0 | | 3440243 | 122064 | None | Vol-3 Pg No:74 It No: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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Each | 365.0 | 365.0 | 400.0 | False | None | None | False | None | False | 146000.0 | 0 | | 3440244 | 122064 | None | Vol 3 P. No.9 I.No 2.5II A | 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. By Mechanical Means using Dozer a In area of light jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 393.0 | 393.0 | 70.5 | False | None | None | False | None | False | 27706.5 | 0 | | 3440245 | 122064 | None | Item No.VOL-III-10.5 Page No. 91 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 426.0 | 426.0 | 109.55 | False | None | None | False | None | False | 46668.3 | 0 | | 3440246 | 122064 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003
PWD SoR for Roads & Bridges - 2023-24 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 97.0 | 97.0 | 469.5 | False | None | None | False | None | False | 45541.5 | 0 | | 3440247 | 122064 | None | Vol-3,P. No 9 I.No 2.5II A)) | 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. By Mechanical Means using Dozer a In area of light jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 393.0 | 393.0 | 70.5 | False | None | None | False | None | False | 27706.5 | 0 | | 3440248 | 122064 | None | Item No.VOL III 10.5 Page No. 91 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 426.0 | 426.0 | 219.1 | False | None | None | False | None | False | 93336.6 | 0 | | 3440249 | 122064 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003
PWD SoR for Roads & Bridges - 2023-24 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 97.0 | 97.0 | 939.0 | False | None | None | False | None | False | 91083.0 | 0 | | 3440250 | 122064 | None | Vol-3,P. No 9 I.No 2.5II A)) | 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. By Mechanical Means using Dozer a In area of light jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 393.0 | 393.0 | 70.5 | False | None | None | False | None | False | 27706.5 | 0 | | 3440251 | 122064 | None | Item No.VOL-III-10.5 Page No. 91) | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 426.0 | 426.0 | 328.65 | False | None | None | False | None | False | 140004.9 | 0 | | 3440252 | 122064 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003
PWD SoR for Roads & Bridges - 2023-24 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 97.0 | 97.0 | 1408.5 | False | None | None | False | None | False | 136624.5 | 0 | | 3440253 | 122064 | None | Item No.VOL-III-5.3-i Page No. 31 | 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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 12.0 | 12.0 | 21910.0 | False | None | None | False | None | False | 262920.0 | 0 | | 3440254 | 122064 | None | VOL-III Item No.5.20ii Page No. 39 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade.Using 13.2 mm to 0.09 mm (Type-B) aggregates ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 176.0 | 176.0 | 21910.0 | False | None | None | False | None | False | 3856160.0 | 0 | | 3440255 | 122064 | None | Item No.VOL-III-10.2 Page No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003
PWD SoR for Roads & Bridges - 2023-24 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 97.0 | 97.0 | 2347.5 | False | None | None | False | None | False | 227707.5 | 0 | | 3440256 | 122064 | None | Code Vol-3 Pg No 67 It No 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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 530.0 | 530.0 | 817.5 | False | None | None | False | None | False | 433275.0 | 0 | | 3440257 | 122064 | None | Vol-3 Pg No 74 It No 8.43) | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Each | 365.0 | 365.0 | 400.0 | False | None | None | False | None | False | 146000.0 | 0 |
| | 1719991521000 | 0 | None | None | Roads | ESTIMATE FOR CONSTRUCTION OF SINGLE CELL RCC BOX STRUCTURE AT KM 6.00, 7.02, 7.25 and 7.86 | 4033068.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3440258 | 122065 | None | Vol-3 Pg No.10 It No.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. II By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 180.0 | 180.0 | 16.38 | False | None | None | False | None | False | 2948.4 | 0 | | 3440259 | 122065 | None | Vol-1 Pg No.8 It No.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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 102.0 | 102.0 | 85.66 | False | None | None | False | None | False | 8737.32 | 0 | | 3440260 | 122065 | None | Vol-1 Pg No.8 It No.1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 362.0 | 362.0 | 28.55 | False | None | None | False | None | False | 10335.1 | 0 | | 3440261 | 122065 | None | Vol-1 Pg No.15 It No.2.1.3 | Providing and laying in position plain 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 machineries, 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 5989.0 | 5989.0 | 25.33 | False | None | None | False | None | False | 151701.37 | 0 | | 3440262 | 122065 | None | Vol-1 Pg No.15 It No.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 and all the 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 6336.0 | 6336.0 | 82.43 | False | None | None | False | None | False | 522276.48 | 0 | | 3440263 | 122065 | None | Vol-1 Pg No.16 It No.2.4.3 | Providing and laying in position Reinforced 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 necesary, 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 6336.0 | 6336.0 | 129.01 | False | None | None | False | None | False | 817407.36 | 0 | | 3440264 | 122065 | None | Vol-1 Pg No.112 It No.20 percent | Centering Charges for Box culverts Complete with all lead & lifts cost and conveyence of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 1267.2 | 1267.2 | 201.35 | False | None | None | False | None | False | 255150.72 | 0 | | 3440265 | 122065 | None | Vol-3 Pg No.121 It No.13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Complete with all lead & lifts cost and conveyence of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 6811.0 | 6811.0 | 13.0 | False | None | None | False | None | False | 88543.0 | 0 | | 3440266 | 122065 | None | Vol-3 Pg No.122 It No.13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Complete with all lead & lifts cost and conveyence of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 11835.0 | 11835.0 | 22.44 | False | None | None | False | None | False | 265577.4 | 0 | | 3440267 | 122065 | None | Vol-3 Pg No.123 It No.13.15 II | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | m | 137.0 | 137.0 | 96.0 | False | None | None | False | None | False | 13152.0 | 0 | | 3440268 | 122065 | None | Vol-3 Pg No.117 It No.12.4 | 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2677.0 | 2677.0 | 87.57 | False | None | None | False | None | False | 234424.89 | 0 | | 3440269 | 122065 | None | Vol-1 Pg No.18 It No.2.11 h | Steel Fabrication 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | MT | 79011.0 | 79011.0 | 15.32 | False | None | None | False | None | False | 1210448.52 | 0 | | 3440270 | 122065 | None | Vol-3 Pg No.117 It No.12.2 | 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 239.0 | 239.0 | 72.0 | False | None | None | False | None | False | 17208.0 | 0 | | 3440271 | 122065 | None | Vol-3 Pg No.123 It No.13.14 | 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 84.0 | 84.0 | 39.2 | False | None | None | False | None | False | 3292.8 | 0 | | 3440272 | 122065 | None | Vol-3 Pg No.129 It No.14.1 | 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. A Boulder Laid Dry Without Wire Crates.. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 1912.0 | 1912.0 | 4.45 | False | None | None | False | None | False | 8508.4 | 0 | | 3440273 | 122065 | None | Vol-1 Pg No.7 It No.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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 474.0 | 474.0 | 682.92 | False | None | None | False | None | False | 323704.08 | 0 | | 3440274 | 122065 | None | Vol-3 Pg No.129 It No.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
specifications Stone/Boulder A ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 1912.0 | 1912.0 | 46.02 | False | None | None | False | None | False | 87990.24 | 0 | | 3440275 | 122065 | None | Vol-3 Pg No.129 It No.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
specifications Stone/Boulder…...... with available stones A ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 712.0 | 712.0 | 16.38 | False | None | None | False | None | False | 11662.56 | 0 |
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| 3440276 | 122066 | None | P.No.8 I.No. 1.14 Vol 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 Complete with all lead &
lifts cost and conveyence of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 102.0 | 102.0 | 131.2 | False | None | None | False | None | False | 13382.4 | 0 | | 3440277 | 122066 | None | P.No.15 it.2.1.3 Vol 1 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Complete with all lead & lifts cost and conveyence of all materials, cost of
labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 5989.0 | 5989.0 | 17.6 | False | None | None | False | None | False | 105406.4 | 0 | | 3440278 | 122066 | None | P.No.177 I.No. 17.14 Vol 2 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 1170.0 | 1170.0 | 140.0 | False | None | None | False | None | False | 163800.0 | 0 | | 3440279 | 122066 | None | P.No.16 I.No. 2.4.2 Vol 1 | Providing and laying in position Reinforced 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 necesary, 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 othe appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete with all lead & lifts cost and conveyence of all materials, cost of
labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 6323.0 | 6323.0 | 69.6 | False | None | None | False | None | False | 440080.8 | 0 | | 3440280 | 122066 | None | P.No.111 I.No. 4 Vol 1 | Form work for RCC item at 35 percent of concrete rate Complete with all lead
& lifts cost and conveyence of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges etc., complete as per standard technical detailed specification and directions of the Engineer in charge of the work ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2213.05 | 2213.05 | 69.6 | False | None | None | False | None | False | 154028.28 | 0 | | 3440281 | 122066 | None | Vol-1 Pg no.18 It No.2.11 h | Steel Fabrication 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 leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | MT | 79011.0 | 79011.0 | 2.78 | False | None | None | False | None | False | 219650.58 | 0 |
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