Improvements to Examba Siddapurwadi road to join SH12 from KM 0.4 TO KM 5.60 in Chikodi Taluka of Belagavi dist under HOA 4059 CMIDP 2025-26

Improvements to Examba Siddapurwadi road to join SH12 from KM 0.4 TO KM 5.60 in Chikodi Taluka of Belagavi dist under HOA 4059 CMIDP 2025-26.

Sl no Items Unit Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

ROAD WORK Sl Descriptin Cum Rate qTY Amount

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. Ref to MoRT&H : IRC - 305.4.3 m² 0 1 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. Ref to MoRT&H : IRC - 305.4.3 m² 6.3

0 2 Granular Sub-Base - By Mix in Place Method - 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. Ref to MoRT&H : IRC - 401 m³ 2476.95 28.71

Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 m³ 0 3 Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 m³ 517.65

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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 0 4 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 2686.95

Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 No. 0 5 Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 No. 9450

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. Ref to MoRT&H : IRC - 803 m² 0 6 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. Ref to MoRT&H : IRC - 803 m² 556.5

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 No. 0 7 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 No. 383.25

Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 0 8 Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 12.6

Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 0 9 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 15.75 9036.3 142321.72

5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means m² 0 10 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means m² 48.3 9036.3 436453.29

5.8 504 (ii) Bituminous Macadam Grading - II for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achievedesiredcompaction m³ 0 11 5.8 504 (ii) Bituminous Macadam Grading - II for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achievedesiredcompaction m³ 8618.4

Semi Dense Bituminous Concrete 1) IRC-37:2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. m³ 0 0 12 Semi Dense Bituminous Concrete 1) IRC-37:2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. m³ 11545.8 5671527.88

2 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 Sqm 2475 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 Sqm 3300 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 cum 713 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 cum 742.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 Sqm 3300 35.7 117810 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen cum 1218.25 7673598.38 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen cum 609.13 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 24.2.2 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI No 6 2594.55 15567.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 Nos 3 2261.7 6785.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 Nos 6 573.3 3439.8 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. Sqm 1.8 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 Sqm 911 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 Nos 897 272194.65 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSR RB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision Sqm 24365 321861.65 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 cum 440 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 cum 55 4732.98 260313.9 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 Tonne 4.74 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 34.6.3 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 600mm. dia M 50 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 37.59.1 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm Cum 123.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 cum 18.2 573.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 cum 1.2 4732.98 5679.58 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 34.6.5 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 900mm. dia M 20 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 Tonne 0.1891 78435.89 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. Cum 15.41 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 18.15 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Ha 0.468 19452.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1579.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 5915 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2278.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2193.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 35.7 348075 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 487.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 243.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 24.2.2 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. No 5 2594.55 12972.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 3 2261.7 6785.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 12 573.3 6879.6 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 0.9 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 100 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 300 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B15%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 34.6.3 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 600mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 7.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B16%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 243.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 37.5 4612.86 172982.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Cum 78.48 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 5.27 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 35.16 31.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3.56 4612.86 16421.78 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 34.6.5 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 900mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 15 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 17.66 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M2200-5.9. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5 m height. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Cum 27.07 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 0.64 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M200-13.1. 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 complete as per specifications. II. By Mechanical Means. A. Cement Concrete Grade M-15 &M-20. MORTH Specification No. 202 cum 51.21 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M200-15.4. 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 complete as per specifications. iii) Dismantling Stone Masonry D. Dry rubble masonry. MORTH Specification No. 202 cum 60.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 cum 1014.684 53 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 “KSRRB M2100-2.2.Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (ii ) Depth 3 m to 6 m” MORTH Specification No. 304 cum 34.4534 60.42 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 M.T. 37.94 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 29.9.2 KSRRB M2300-14. Providing T M. T steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 - TMT Bars Fe 500 M.T. 14.38 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 KSRRB M2100-13. Plain / Reinforced Cement Concrete M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation complete as per Drawing and Technical Specifications MORTH Specification No. 1500,1700 & 2100 cum 56.592 5751.77 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 28.7.12 K8RRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 - i) Upto 5m height cum 494.76 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 28.7.13 K8RRB M2200-5.13. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. - ii)For height, 5m to 10m cum 1.66 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 KSRRB M2600-4. (iii)Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification MORTH Specification No. 2605 M 61.56 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 32.8 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes@ 0.46cum, and reinforcement at 75 kg/cum with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2702 Cum 27.3 308270.78 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 29.6.1 T - Beams & slabs KSRRB M2300-3.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 - Height upto 5 m cum 241.08 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2700 cum 10.05 6105.81 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 32.7 KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement@ 70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 cum 21 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 KSRRB M2200- Filter Media KSRRB M2200-9. 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2504.2.2 cum 158.8056 2216.46 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 KSRRB M2200-8.1. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost of materials, labour, HOM of machineries, complete as per specifications. A. Granular material MORTH Specification No. 2204 & 304 cum 638.972 895.7 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 KSRRB M2700-5. Drainage Spouts using 1OOmm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705 No 12 19741.44 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry I Plain I Reinforced concrete abutment, wing wall I return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 Nos/mtr 65.6 155.82 10221.79 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 32.3 KSRRB M2700-3. Construction of RCC railing ofM30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2703,1500,1600 & 1700 M 72.8 134942.08 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 18.15 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201 Ha 0.069 19452.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 19.6 KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 cum 1150 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 cum 474.375 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 Sqm 1380 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. cum 146.625 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 cum 142.3125 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 Sqm 632.5 35.7 22580.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces Sqm 632.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen cum 31.625 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen cum 15.8125 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 Sqm 43.125 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) 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 Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 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 Nos 60 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 1 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. Ref to MoRT&H : IRC - 305.4.3 m² 10309.25

2 Category : Vol - 1 -Chapter -I- Earth Work --- 95 2 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m³ 860.25

3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 3 Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 m³ 2556.4

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 3010.3 7456362.58 4 Granular Sub-Base - By Mix in Place Method - 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. Ref to MoRT&H : IRC - 401 m³ 3010.3 2476.95

5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 10892895.3 5 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 4054

6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 6 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 17195

7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 7 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 1375

8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 8 Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 17195

9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 929.88 9225757.93 9 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 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. Ref to MoRT&H : IRC - 505 m³ 929.88 9921.45

10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 6407597.07 10 Bituminous Concrete Grading II for traffic <20 MSA - 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, @ 5.4 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. Ref to MoRT&H : IRC - 507 m³ 557.1

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 748 11 Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 each 400

12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2927 12 Kilometre Stone - 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). Ref to MoRT&H : IRC - 805 each 4

13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 842 13 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 each 16

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3576 14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle. Ref to MoRT&H : IRC - 801 each 8

15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4297 4511.85 8 36094.8 15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm circular. Ref to MoRT&H : IRC - 801 each 8 4511.85

16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9010 34057.8 16 Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 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. Ref to MoRT&H : IRC - 801 m² 3.6

17 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 No. 566

18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556077.06 18 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. Ref to MoRT&H : IRC - 803 m² 999.24

19 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 37970 19 Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Single lane with formation width of 5.75 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No. 2

20 Category : Vol - 1 -Chapter -I- Earth Work --- 119 2516.76 314469.16 20 Manual Means - 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) m³ 2516.76 124.95

21 Category : Vol - 1 -Chapter -I- Earth Work --- 474 658651.2 21 Manual Means - 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. m³ 1323.39

Descrp Unit Qty Rate

1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 1 Mechanical Means - 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 m³ 26.63

2 Category : Vol - 1 -Chapter -II- Concrete Works 0 2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ 6.87

3 Category : Vol - 1 -Chapter -II- Concrete Works 0 3 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 34.64

4 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 7958 4 PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 m 30

5 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 2592 5 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Ref to MoRT&H : IRC - 1101.6 m 22.5

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6 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 t 0.7

Descrp Unit Qty Rate

1 Item Code : As per SE BGM approved rate for 2023-24) 39810 0.28 No --- 11146.8 Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Km 0.28 39810

2 Item Code : As per SE BGM approved rate for 2023-24) 73440 0.28 No --- 20563.2 Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road Km 0.28 73440

3 Item Code : As per SE BGM approved rate for 2023-24) 101980 0.28 No --- 28554.4 Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 0.28 101980

4 Item Code : As per SE BGM approved rate for 2023-24) 36230 No --- 109414.6 Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Km 3.02

5 Item Code : As per SE BGM approved rate for 2023-24) 64240 No --- 194004.8 Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road Km 3.02

6 Item Code : As per SE BGM approved rate for 2023-24) 87690 No --- 264823.8 Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 3.02

1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6

2 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 28.71

3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559

5 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000

6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530

7 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365

8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12

9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 9036.3 142321.72

1 Item Code : Vol-3 Page no 31 Item no 5.1Ai 48.3 9036.3 436453.29

2 Item Code : Vol-3 Page no 35 Item no 5.12 C 8618.4

3 Item Code : Vol-3 Page no 38 Item no 5.16 B 11545.8 5671527.88

Item Description : 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. Ref to MoRT&H : IRC - 305.4.3 m² 6.3

Item Description : Granular Sub-Base - By Mix in Place Method - 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. Ref to MoRT&H : IRC - 401 m³ 2476.95 28.71

Item Description : Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 m³ 517.65

Item Description : 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 2686.95

Item Description : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 No. 9450

Item Description : 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. Ref to MoRT&H : IRC - 803 m² 556.5

Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 No. 383.25

Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 12.6

Item Description : Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 15.75 9036.3 142321.72

Item Name : 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means m² 48.3 9036.3 436453.29

Item Name : 5.8 504 (ii) Bituminous Macadam Grading - II for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achievedesiredcompaction m³ 8618.4

Item Name : Semi Dense Bituminous Concrete 1) IRC-37:2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. m³ 11545.8 5671527.88

1 Category : Vol - 1 -Chapter -I- Earth Work --- 95 Item Description : Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m³ 99.75

2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 Item Description : 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. Ref to MoRT&H : IRC - 305.4.3 m² 6.3

3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 285.75 Item Description : Granular Sub-Base - By Mix in Place Method - 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. Ref to MoRT&H : IRC - 401 m³ 2476.95 285.75

4 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 Item Description : Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 m³ 517.65

5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 Item Description : 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 2686.95

6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 Item Description : Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 15.75

7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 12.6

8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 Item Description : 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. Ref to MoRT&H : IRC - 803 m² 556.5

9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 No 383.25

10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 Item Description : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804 No 9450

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 41490 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Intermediate lane with formation width of 7.50 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No 43564.5

1 Item Code : PWD UNI SR 2023-24Vol-3 Page no 31 Item no 5.1A(i) 48.3 Item Name : 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. m² 48.3

2 Item Code : PWD UNI SR 2023-24Vol-3 Page no 33 Item no 5.8(ii) 8618.4 513.188 4422859.46 Item Name : Bituminous Macadam Grading - II for traffic more than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction m³ 8618.4 513.188 4422859.46

3 Item Code : PWD UNI SR 2023-24Vol-3 Page no 43 Item no 5.31 11545.8 Item Name : Semi Dense Bituminous Concrete 1) IRC-37:2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. m³ 11545.8

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2018-19 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

Progress * : 2018-19

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2019-20

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2020-21

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021-22

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022-23

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Billed upto date during 2023-24

Attach Chartered Accountant's Yearwise Statements.