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title PKG 630 Improvements to road SH-128 connecting SH-61 with Devdurga, Amarapura, Bagvathi, Hirekondakal, Ayanur, Belllary, via Mundargi, Galgi, Chincharki, Budani, Hirehanagi, Hire Kondakal, Adavi Amareshwara, Hosur, Valabellary, Ibrahampur, Kundroli, Kuruvali, Raravi, Darur, Talur, Ropanagudi, Chilagurki. Road from Ch- 127.00 KM to 138.00 KM (in selected reaches) in Siruguppa Taluk of Ballary District
description PKG 630 Improvements to road SH-128 connecting SH-61 with Devdurga, Amarapura, Bagvathi, Hirekondakal, Ayanur, Belllary, via Mundargi, Galgi, Chincharki, Budani, Hirehanagi, Hire Kondakal, Adavi Amareshwara, Hosur, Valabellary, Ibrahampur, Kundroli, Kuruvali, Raravi, Darur, Talur, Ropanagudi, Chilagurki. Road from Ch- 127.00 KM to 138.00 KM (in selected reaches) in Siruguppa Taluk of Ballary District
category WORKS
categoryText Works
ecv 191119964.11
deptName Public Works Department
status PUBLISHED
statusText Published
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location 2196
locationName State Highway Development Project SHDP
provisionalAmount 200000000.0
groupOverheadTotal 0.0
fileNumber CPO/PIU/SHDP/PHASE-5/STG-1/PKG-630/BLY/2023-24
tenderSubEstimateList
createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList
1719575834000 1 None None Roads PKG 630 Widening & Reconstruction 129497506.93
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403347 120145 None UNI SR-2023-24, Vol-3, P-9,I-2.5 Clearing and grubbing road land including uprooting rank vegetation, 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. m 4.87 4.87 26600.0 False None None False None False 129542.0 0
3403348 120145 None UNI SR-2023-24, Vol-1,.P-8 I-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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m m 126.38 126.38 5386.5 False None None False None False 680745.87 0
3403349 120145 None UNI SR-2023-24, Vol-3, P-17, I-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 m 7.43 7.43 24937.5 False None None False None False 185285.625 0
3403350 120145 None UNI SR-2023-24, Vol-3,P-7 I-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. m 616.65 616.65 14145.0 False None None False None False 8722514.25 0
3403351 120145 None UNI SR-2023-24, Vol-3,P-7 I-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. Km 616.65 616.65 20548.5 False None None False None False 12671232.525 0
3403352 120145 None P-23, I-4.2III (iii)Vol-3,SR-2023-24 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401For Grading -III Material m 2953.78 2953.78 10347.4 False None None False None False 30563943.172 0
3403353 120145 None UNI SR-2023-24, Vol-3,P-26 I-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 Morth-406 m 3170.6 3170.6 9642.5 False None None False None False 30572510.5 0
3403354 120145 None UNI SR-2023-24, Vol-3, P-31, I-5.1(A) 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.Morth-502 Km 50.8 50.8 36575.0 False None None False None False 1858010.0 0
3403355 120145 None UNI SR-2023-24, Vol-3,P-35, I-5.13 C Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 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 m 12102.55 12102.55 1828.75 False None None False None False 22132538.3125 0
3403356 120145 None UNI SR-2023-24, Vol-3, P-31 I-5.3 (i) 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 Morth-503, m 14.87 14.87 36575.0 False None None False None False 543870.25 0
3403357 120145 None UNI SR-2023-24, Vol-3, P-37,I-5.15 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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" m 13631.48 13631.48 1097.25 False None None False None False 14957141.43 0
3403358 120145 None UNI SR-2023-24, Vol-3,P-74, I-8.42.3, Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.(The cost of PCC shall be paid extra) Morth size 600x300x150 , m 573.66 573.66 6650.0 False None None False None False 3814839.0 0
3403359 120145 None UNI SR-2023-24, Vol-3,P-71-I-8.29 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service m 2740.67 2740.67 200.0 False None None False None False 548134.0 0
3403360 120145 None UNI SR-2023-24, Vol-3, P-51,I-6.8.1 Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) m 1323.25 1323.25 1600.0 False None None False None False 2117200.0 0
1719575834000 0 None None Roads PKG 630 CC Pavement 16357741.43
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403361 120146 None UNI SR-2023-25, Vol-3,.P-9,I-2.5 Clearing and grubbing road land including uprooting rank vegetation, 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 m 4.87 4.87 3000.0 False None None False None False 14610.0 0
3403362 120146 None UNI SR-2023-25, Vol-3,P-8 I-1.121 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 m 117.71 117.71 3600.0 False None None False None False 423756.0 0
3403363 120146 None UNI SR-2023-24, Vol-3,P-7 I-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. m 616.65 616.65 1425.0 False None None False None False 878726.25 0
3403364 120146 None UNI SR-2023-25, Vol-3,P-23, I-4.2III (iii) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401For Grading -III Material m 2953.78 2953.78 1057.5 False None None False None False 3123622.35 0
3403365 120146 None UNI SR-2023-25, Vol-3, P-49, I-6.1 (iii) Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14: Km 6095.88 6095.88 641.25 False None None False None False 3908983.05 0
3403366 120146 None UNI SR-2023-25, Vol-3,P-49, I-6.21 Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in: m 6095.88 6095.88 973.0 False None None False None False 5931291.24 0
3403367 120146 None UNI SR-2023-25, Vol-3, P-18 I-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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification Kgs 97894.63 97894.63 0.12 False None None False None False 11747.3556 0
3403368 120146 None 1ABC Formwork No 0.41 0.41 5036598.0 False None None False None False 2065005.18 0
1719575834000 0 None None Roads PKG 630 Road Furniture 2863944.88
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403369 120147 None UNI SR-2023-24,Vol-3, P-67,I-8.16i Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) No 6295.36 6295.36 1.0 False None None False None False 6295.36 0
3403370 120147 None UNI SR-2023-24,Vol-3,P-67,I- 8.16ii, Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) " No 3626.55 3626.55 10.0 False None None False None False 36265.5 0
3403371 120147 None UNI SR-2023-24,Vol-3, P-67,I-8.16iii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)" Km 1043.24 1043.24 40.0 False None None False None False 41729.6 0
3403372 120147 None UNI SR-2023-24,Vol-3, P-64-8.5iv Retro-Reflectorised Traffic Signs 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 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved P-64,I-8.5iv,Vo-l3,SR-2023-24 drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle No 4430.66 4430.66 40.0 False None None False None False 177226.4 0
3403373 120147 None UNI SR-2023-24,Vol-3, P-64, I-8viii Providing and fixing of retro- reflectorised mandatory 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 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. Mandatory - 60 CM Circular , Morth-801, No 5323.98 5323.98 40.0 False None None False None False 212959.2 0
3403374 120147 None UNI SR-2023-24,Vol-3,P-64,I8.5xv Retro-Reflectorised Traffic Signs 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 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. (xv) 90 cm high octagon No 8055.97 8055.97 16.0 False None None False None False 128895.52 0
3403375 120147 None UNI SR-2023-24,Vol-3 P-78, I-8.51 c Providing and Laying of Rumble strips with Two component cold plastic with Primer coating rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant,for material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at C/C distance of 35 mm.For these specialised markings high refractive index glass beads of Ri 1.6 are recommended @ 350g/m2. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete Morth-801, m 4503.76 4503.76 33.0 False None None False None False 148624.08 0
3403376 120147 None UNI SR-2023-24,Vol-3,P-65,I-8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 Sqm 11163.39 11163.39 7.2 False None None False None False 80376.408 0
3403377 120147 None UNI SR-2023-24,Vol-3,P-67, I-8.15 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. Morth-801 Sqm 656.67 656.67 3093.75 False None None False None False 2031572.8125 0
1719575834000 1 None None Roads PKG 630 Maintain 3rd Year 0.5 31604.0
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403378 120148 None UNI SR-2023-24, Vol-3,P-91,I-104 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 m 207.49 207.49 20.63 False None None False None False 4280.5187 0
3403379 120148 None UNI SR-2023-24, Vol-3,P-91,I-10.2, Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2622.05 2622.05 7.5 False None None False None False 19665.375 0
3403380 120148 None UNI SR-2023-24, Vol-3,P-91,I-10.2 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel Km 272.24 272.24 7.5 False None None False None False 2041.8 0
3403381 120148 None UNI SR-2023-24, Vol-3, P-91,I-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 m 272.24 272.24 20.63 False None None False None False 5616.3112 0
1719575834000 0 None None Roads PKG 630 Maintainence 4th Year 1 42978.34
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403382 120149 None UNI SR-2023-24, Vol-3,P-91,I-104 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 m 214.9 214.9 41.25 False None None False None False 8864.625 0
3403383 120149 None UNI SR-2023-24, Vol-3,P-91,I-10.2, Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2715.69 2715.69 7.5 False None None False None False 20367.675 0
3403384 120149 None UNI SR-2023-24, Vol-3,P-91,I-10.2 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel Km 281.97 281.97 7.5 False None None False None False 2114.775 0
3403385 120149 None UNI SR-2023-24, Vol-3, P-91,I-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 No 281.97 281.97 41.25 False None None False None False 11631.2625 0
1719575834000 1 None None Roads PKG 630 Maintenance 5th Year 55064.04
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403386 120150 None UNI SR-2023-24, Vol-3,P-91,I-104 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 m 222.31 222.31 61.88 False None None False None False 13756.5428 0
3403387 120150 None UNI SR-2023-24, Vol-3,P-91,I-10.2, Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2809.34 2809.34 7.5 False None None False None False 21070.05 0
3403388 120150 None UNI SR-2023-24, Vol-3,P-91,I-10.2 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel Km 291.69 291.69 7.5 False None None False None False 2187.675 0
3403389 120150 None UNI SR-2023-24, Vol-3, P-91,I-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 m 291.69 291.69 61.88 False None None False None False 18049.7772 0
1719575834000 0 None None Roads PKG 630 Maintenance 6th Year 18737379.31
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403390 120151 None P-91,I-10.2,Vol-3SR-2023-24 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2902.98 2902.98 7.5 False None None False None False 21772.35 0
3403391 120151 None P-91,I-10.2,Vol-3 SR-2023-24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic Km 301.41 301.41 7.5 False None None False None False 2260.575 0
3403392 120151 None P-31 I-5.3 (i),Vol-3,SR-2023-24 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 Morth-503, P-31 I-5.3 (i),Vol-3,SR-2023-24 Km 17.55 17.55 36575.0 False None None False None False 641891.25 0
3403393 120151 None P-38,I-5.17,Vol-3,SR-2023-24 ituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, 5.4 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 P-38,I-5.17,Vol-3,SR-2023-24 m 16469.77 16469.77 1097.25 False None None False None False 18071455.1325 0
1719575834000 0 None None Roads PKG 630 RCC DRAINS 9960181.69
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403394 120152 None UNI SR-2023-2, Vol-3,P-8 I-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depthupto 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 selectedearth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour,tools,usage of machinery & other appurtenacesrequired to complete the work In all kindsof soils Depth upto 3 m m 126.37 126.37 1920.0 False None None False None False 242630.4 0
3403395 120152 None UNI SR-2023-2, Vol-1,P-15, I-2.1.34 Providing and laying in position Cement Concrete for levelling course for all worksin foundation. The granite/trap/basalt crushed graded coarse aggregates and fineaggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all theother appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates . m 7420.37 7420.37 264.0 False None None False None False 1958977.68 0
3403396 120152 None UNI SR-2023-2, Vol-1, P-15,I-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, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, m 8353.33 8353.33 220.0 False None None False None False 1837732.6 0
3403397 120152 None UNI SR-2023-2, Vol-1,P-16 I-2.5.3 Providing and laying in position Cement Concrete for all Super structures ofbuilding , 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 withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m 8681.67 8681.67 108.0 False None None False None False 937620.36 0
3403398 120152 None UNI SR-2023-2, Vol-13,P-18 I-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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification m 97894.62 97894.62 40.09 False None None False None False 3924595.3158 0
3403399 120152 None ABC Form work for Drains m 0.41 0.41 2582013.0 False None None False None False 1058625.33 0
1719575834000 0 None None Roads PKG 630ESTIMATE OF WATER SUPPLY PIPE LINE 547264.37
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403400 120153 None UNI SR WS & UW 2023-24 , V-1 Pg No. ,10 I.No 1.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. m 324.61 324.61 388.8 False None None False None False 126208.368 0
3403401 120153 None UNI SR WS & UW 2023-24 , V-5 Pg No. ,95 I.No 9.2 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE 80 - PN 8 m 473.29 473.29 720.0 False None None False None False 340768.8 0
3403402 120153 None UNI SR WS & UW 2023-24 , V-5 Pg No. ,121 I.No 10 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning(Contractor will make his own arrangements for procuring water for testing) etc. complete for: m 111.51 111.51 720.0 False None None False None False 80287.2 0
1719575834000 0 None None Roads PKG 630 Electrical Estimation 433030.22
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403403 120154 None ABC Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing. No 0.5 0.5 1.0 False None None False None False 0.5 0
3403404 120154 None ABC Ordinary Soil Per Pit 779.33 779.33 12.0 False None None False None False 9351.96 0
3403405 120154 None ABC Hard Soil Per Pit 1402.54 1402.54 1.0 False None None False None False 1402.54 0
3403406 120154 None ABC RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 Nos 8767.16 8767.16 12.0 False None None False None False 105205.92 0
3403407 120154 None ABC Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.0 1379.0 12.0 False None None False None False 16548.0 0
3403408 120154 None ABC PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards Nos 5202.56 5202.56 3.0 False None None False None False 15607.68 0
3403409 120154 None ABC Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.0 1379.0 3.0 False None None False None False 4137.0 0
3403410 120154 None ABC 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018 No 1089.08 1089.08 12.0 False None None False None False 13068.96 0
3403411 120154 None ABC 11 kV, Cross Arm with HT Top Support glass reinforced hot pressed SMC compound) Set 890.84 890.84 12.0 False None None False None False 10690.08 0
3403412 120154 None ABC 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos 253.99 253.99 36.0 False None None False None False 9143.64 0
3403413 120154 None ABCNOS DISC Insulator 45 kN Porcelain Nos 631.89 631.89 4.0 False None None False None False 2527.56 0
3403414 120154 None ABC Ordinary Soil Per Pit 405.15 405.15 4.0 False None None False None False 1620.6 0
3403415 120154 None ABC Releasing of Rabbit Conductor Per Kg 4970.86 4970.86 1.62 False None None False None False 8052.7932 0
3403416 120154 None ABC ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 57283.92 57283.92 1.62 False None None False None False 92799.9504 0
3403417 120154 None ABC Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,) Per Km 6483.68 6483.68 1.62 False None None False None False 10503.5616 0
3403418 120154 None ABC PG Clamp Rabbit to Rabbit No 126.37 126.37 36.0 False None None False None False 4549.32 0
3403419 120154 None ABC T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 391.52 391.52 36.0 False None None False None False 14094.72 0
3403420 120154 None ABC LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 358.07 358.07 1.0 False None None False None False 358.07 0
3403421 120154 None ABC LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 163.54 163.54 1.0 False None None False None False 163.54 0
3403422 120154 None ABC Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Set 151.15 151.15 1.0 False None None False None False 151.15 0
3403423 120154 None ABC Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 151.15 151.15 1.0 False None None False None False 151.15 0
3403424 120154 None ABC 1.1 kV Ceramic Pin Insulator (Shell only) Nos 38.4 38.4 5.0 False None None False None False 192.0 0
3403425 120154 None ABC No. 8 Strain Insulator Nos 33.45 33.45 5.0 False None None False None False 167.25 0
3403426 120154 None ABC Spiral Earth Electrode Nos 296.12 296.12 15.0 False None None False None False 4441.8 0
3403427 120154 None ABC Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 115.22 115.22 16.8 False None None False None False 1935.696 0
3403428 120154 None ABC 11 kV, GOS a) 200 Amps, Single Break Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0
3403429 120154 None ABC Labour for 11 kV, GOS a) 200 Amps, Single Break Set 1367.85 1367.85 1.0 False None None False None False 1367.85 0
3403430 120154 None ABC a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 338.24 338.24 15.0 False None None False None False 5073.6 0
3403431 120154 None ABC b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 438.6 438.6 15.0 False None None False None False 6579.0 0
3403432 120154 None ABC 9 Mtr support (650x500x1700mm) Each 3912.76 3912.76 15.0 False None None False None False 58691.4 0
3403433 120154 None ABC Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 247.8 247.8 1.0 False None None False None False 247.8 0
3403434 120154 None ABC For Poles 25 to 105 Mtr Per Pole 353.11 353.11 12.0 False None None False None False 4237.32 0
3403435 120154 None ABC For ACSR Conductors 25 to 105 Mtr Per Km 152.39 152.39 1.62 False None None False None False 246.8718 0
3403436 120154 None ABC 9 Mtr RCC/PSCC Pole No 175.93 175.93 12.0 False None None False None False 2111.16 0
3403437 120154 None ABC Fixing of HT/LT Single Top Support Each 138.76 138.76 12.0 False None None False None False 1665.12 0
3403438 120154 None ABC DISC Insulator 45 kN Porcelain No 631.89 631.89 4.0 False None None False None False 2527.56 0
3403439 120154 None ABC GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0
1719575835000 0 None None Roads PKG 630 Pipe Culvert 1v 5072460.57
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403440 120155 None UNI SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (i Dismantling of Structures 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 dismantle" m 890.84 890.84 126.0 False None None False None False 112245.84 0
3403441 120155 None a111 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. " m 1357.94 1357.94 52.5 False None None False None False 71291.85 0
3403442 120155 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 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, dispo m 126.38 126.38 224.39 False None None False None False 28358.4082 0
3403443 120155 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No1.8. 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 th m 587.29 587.29 609.41 False None None False None False 357900.3989 0
3403444 120155 None UNI SR 2023 - 24 ,V-3,Page No 117 Item No12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material " m 1447.15 1447.15 97.6 False None None False None False 141241.84 0
3403445 120155 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 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 thi m 7420.37 7420.37 16.56 False None None False None False 122881.3272 0
3403446 120155 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 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 aggrega m 8460.93 8460.93 249.96 False None None False None False 2114894.0628 0
3403447 120155 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(i Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row includ" m 13340.31 13340.31 87.5 False None None False None False 1167277.125 0
3403448 120155 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.1( 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." m 2368.97 2368.97 25.42 False None None False None False 60219.2174 0
3403449 120155 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.4( 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 A)Stone /Boulder" m 2368.97 2368.97 63.0 False None None False None False 149245.11 0
3403450 120155 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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 s" m 97894.63 97894.63 5.89 False None None False None False 576599.3707 0
3403451 120155 None UNI SR 2023 - 24 ,V-3,Page No 67 Item No8.18 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting " Each 926.77 926.77 140.0 False None None False None False 129747.8 0
3403452 120155 None UNI SR 2023 - 24 ,V-3,Page No 66 Item No8.10. Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces " m 135.05 135.05 300.32 False None None False None False 40558.216 0
1719575835000 1 None None Roads PKG 630 Pipe Culvert 2V 1107693.31
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403453 120156 None UNI SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (i Dismantling of Structures 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 dismantle" m 755.79 755.79 6.75 False None None False None False 5101.5825 0
3403454 120156 None a111 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. " m 1702.39 1702.39 7.5 False None None False None False 12767.925 0
3403455 120156 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 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, dispo m 126.38 126.38 50.55 False None None False None False 6388.509 0
3403456 120156 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No1.8. 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 th m 587.29 587.29 104.45 False None None False None False 61342.4405 0
3403457 120156 None UNI SR 2023 - 24 ,V-3,Page No 117 Item No12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material " m 1447.15 1447.15 31.28 False None None False None False 45266.852 0
3403458 120156 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 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 thi m 7420.37 7420.37 3.41 False None None False None False 25303.4617 0
3403459 120156 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 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 aggrega m 8460.93 8460.93 51.9 False None None False None False 439122.267 0
3403460 120156 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(i Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row includ" m 13340.31 13340.31 25.0 False None None False None False 333507.75 0
3403461 120156 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.1( 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." m 2368.97 2368.97 6.38 False None None False None False 15114.0286 0
3403462 120156 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.4( 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 A)Stone /Boulder" m 2368.97 2368.97 9.0 False None None False None False 21320.73 0
3403463 120156 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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 s" m 97894.63 97894.63 1.19 False None None False None False 116494.6097 0
3403464 120156 None UNI SR 2023 - 24 ,V-3,Page No 67 Item No8.18 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting " Each 926.77 926.77 20.0 False None None False None False 18535.4 0
3403465 120156 None UNI SR 2023 - 24 ,V-3,Page No 66 Item No8.10. Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces " m 135.05 135.05 55.0 False None None False None False 7427.75 0
1719575835000 1 None None Roads PKG 630 Pipe Culvert 3V 4523749.36
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403466 120157 None UNI SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (i Dismantling of Structures 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 dismantle" m 890.84 890.84 21.65 False None None False None False 19286.686 0
3403467 120157 None UNI SR 2023 - 24 ,V-3,Page No 11 Item No2.17(i Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. " m 1357.94 1357.94 67.5 False None None False None False 91660.95 0
3403468 120157 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 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, dispo m 126.38 126.38 191.54 False None None False None False 24206.8252 0
3403469 120157 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No1.8. 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 th m 587.29 587.29 365.52 False None None False None False 214666.2408 0
3403470 120157 None UNI SR 2023 - 24 ,V-3,Page No 117 Item No12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material " m 1447.15 1447.15 145.85 False None None False None False 211066.8275 0
3403471 120157 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 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 thi m 7420.37 7420.37 13.34 False None None False None False 98987.7358 0
3403472 120157 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 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 aggrega m 8460.93 8460.93 201.69 False None None False None False 1706484.9717 0
3403473 120157 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(i Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row includ" m 13340.31 13340.31 112.5 False None None False None False 1500784.875 0
3403474 120157 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.1( 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." m 2368.97 2368.97 27.41 False None None False None False 64933.4677 0
3403475 120157 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.4( 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 A)Stone /Boulder" m 2368.97 2368.97 27.0 False None None False None False 63962.19 0
3403476 120157 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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 s" m 97894.63 97894.63 4.55 False None None False None False 445420.5665 0
3403477 120157 None UNI SR 2023 - 24 ,V-3,Page No 67 Item No8.18 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting " Each 926.77 926.77 60.0 False None None False None False 55606.2 0
3403478 120157 None UNI SR 2023 - 24 ,V-3,Page No 66 Item No8.10. Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces " Each 135.05 135.05 197.57 False None None False None False 26681.8285 0
1719575835000 1 None None Roads PKG 630 Pipe Culvert 4V 1889365.66
id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount
3403479 120158 None UNI SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (i Dismantling of Structures 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 dismantle" m 890.84 890.84 40.56 False None None False None False 36132.4704 0
3403480 120158 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 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, dispo m 126.38 126.38 87.53 False None None False None False 11062.0414 0
3403481 120158 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No1.8. 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 th m 587.29 587.29 139.23 False None None False None False 81768.3867 0
3403482 120158 None UNI SR 2023 - 24 ,V-3,Page No 117 Item No12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material " m 1447.15 1447.15 65.95 False None None False None False 95439.5425 0
3403483 120158 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 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 thi m 7420.37 7420.37 5.49 False None None False None False 40737.8313 0
3403484 120158 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 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 aggrega m 8460.93 8460.93 82.58 False None None False None False 698703.5994 0
3403485 120158 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(i Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row includ" m 13340.31 13340.31 50.0 False None None False None False 667015.5 0
3403486 120158 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.1( 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." m 2368.97 2368.97 11.89 False None None False None False 28167.0533 0
3403487 120158 None UNI SR 2023 - 24 ,V-3,Page No 129 Item No14.4( 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 A)Stone /Boulder" m 2368.97 2368.97 9.0 False None None False None False 21320.73 0
3403488 120158 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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 s" m 97894.63 97894.63 1.84 False None None False None False 180126.1192 0
3403489 120158 None UNI SR 2023 - 24 ,V-3,Page No 67 Item No8.18 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting " Each 926.77 926.77 20.0 False None None False None False 18535.4 0
3403490 120158 None UNI SR 2023 - 24 ,V-3,Page No 66 Item No8.10. Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces " m 135.05 135.05 76.69 False None None False None False 10356.9845 0
generalCriterionList
createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList
1719575834000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None
1719575834000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
1719575834000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None
1719575834000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None
1719575834000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None
1719575834000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None
1719575834000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None
1719575834000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None
1719575834000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None
1719575834000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None
1719575834000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None
1719575834000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None
1719575834000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None
1719575834000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None
1719575834000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None
1719575834000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None
1719575834000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None
1719575834000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None
1719575834000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None
1719575834000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None
1719575834000 0 None None ELIGIBILITY GST Shall not be paid separately. None
1719575834000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None
1719575834000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None
1719575834000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None
1719575834000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
1719641581000 0 None None ELIGIBILITY The Tenderer shall upload an Affidavit duly Notarized in the format given.Failure to upload the Affidavit shall make the Bid Non- Responsive None
preQualCriterionList None
technicalCriterionList
createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList
None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.955.60Lakhs. Past Experience None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent, Bill copies shall not be accepted
None None None None Section 2 ITT 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 29869.76Cum 2. GSB/WMM : 16837.92Cum 3. BM/SDBC/DBM/BC :3218.60Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : 675.24 5.PQC: 778.40Cum 6 Reinforced Cement Concrete (RCC) M20 & higher grades : 780.68cum Past Experience None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent
None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned:1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller or Vibratory Road Roller: No. 4. Tippers : 4Nos Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Original purchase invoice, Rc book for own
None None None None ii) Machineries could be on Lease/Hire: 1.Wet Mix Plant / Pug mill : 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No. 4. Vibratory Road Roller (6T to 10T): 2 Nos 5.Tandem Roller: 1No 6.Excavator 0.90 Cum Bucket Capacity:2 No 7.Tipper Trucks:6 Nos 8.Self Loading Concrete Mixer 2 M3 Capacity:3 Nos 9. Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire
None None None None 3.7 - Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under:-Assessed available tender capacity - (AxNx1.5 - B) Where, A - Maximum value of civil engineering works executed in any one year during the last five years (updated to 2019-20 to 2023-24 price level) taking into account the completed as well as works in progress. N - Number of years prescribed for completion of the works for which tenders are invited. B - Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 11months (period of completion of the works for which Tenders are invited) Capabilities of Vendor None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent
None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.3822.40Lakhs. Financial Status None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns
None None None None Setion 2 ITT 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.573.36Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.) Financial Status None
createdTs version createdDate modifiedDate documentName
None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4
None None None None Affidavit as per KW4 Others Affidavit as per KW4
createdTs version createdDate modifiedDate documentName
None None None None Others -- Affidavit as per KW4
tenderCriterionDocumentList
documentName optional documentTypeText
Annual Turnover Certificate True Technical Bid
Company Registration Certificate False Technical Bid
PWD registration certificate True Technical Bid
Bid Capacity False Technical Bid
bankers certificate True Technical Bid
workdone certificate issued for quantities True Technical Bid
work done certificate for Smiliar nature of work True Technical Bid
EPF registration False Technical Bid
Copies of tax registration False Technical Bid
Affidavit as per KW4 True Technical Bid
tenderWorkLocationList
tenderAddress
createdTs 1719644219000
version 0
createdDate None
modifiedDate None
blockNumber Chief Project Officer, Project Implementation Unit, State Highway Development Project, Pwd Annex Building, K R Circle, Bengaluru 560001
street None
city Bengaluru
state Karnataka
pin 560001
tenderRecallDTO None