Widening and Improvements of Jath Jamboti SH 31 road from Ch 103.50 to 103.665, and installation of decorative street lights in the median from Ch 102.36 to 104.28 in Gokak Taluk of Belagavi district under 5054-03-337-0-17-132 SH Improvements for the year 2026-27

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Sl no Items Qty Rate Amount

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 31.5 4115.5 31.5 0.5

5 Scarifying sqm 3.52 1925 1964.55 0.5

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, 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 (P No-158 / 21.6 sqm 30.4 8275 30.4 0.5

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 10.67 8275 10.67 0.5

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 7867.49 206.875 7867.49 0.5

10 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 roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 445.2 430.625 445.2 0.5

1 Embnkment cum 69.3 430 445.2 0.5

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 31.5 4115.5 31.5 0.5

5 Scarifying sqm 3.52 1925 1964.55 0.5

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, 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 (P No-158 / 21.6 sqm 30.4 8275 2571.45 0.5

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 10.67 8275 30.4 0.3

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 7867.49 206.875 7867.49 0.3

10 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 roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 445.2 430.625 445.2 0.3

1 Embnkment cum 69.3 430 446.2 0.5

Construction of Road

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 10.67 8275 10.67 0.2

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 7867.49 206.875 7867.49 0.2

10 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 roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 445.2 430.625 445.2 0.2

11 KSRRB M800-13. Road marking with Hot Applie Thermoplastic Compound with Reflecting Glass Beads on Bitumimous Surface :- Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms 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. (P No-179 / 24.15) MORTH specification No. 803 sqm 375 537.6 537.6 1

15 KSRRB M800-2. 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 800.1.3, 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 (P No-177 / 24.2.4.1) 80cm x 60cm rectangular - Type-IV sqm 2 3867.15 3867.15 1

16 KSRRB M800 Road markers / Road stud KSRRB M800-35. Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 part 4:1973 complete as per specifications (P No-184 / 24.41) no 80 352.8 352.8 1

NAME OF WORK:-Widening and Improvements of Jath Jamboti SH 31 road from Ch 103.50 to 103.665, and installation of decorative street lights in the median from Ch 102.36 to 104.28 in Gokak Taluk of Belagavi district under 5054-03-337-0-17-132 SH Improvements for the year 2026-27 ( PWD/2026-27/RD/WORK_INDENT37383)

Sl no Items Unit Qty Rate Amount 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

Construction of Road

1 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) a. In area of thorny jungle. (Vol.-3, P.No.9, I.No. 2.5 ii(a)) 100 m2 9.900000000000375 508.2 0

2 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 (P No-17 / 3.5,Vol 3) m3 742.5000000000282 6.3 0

3 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 (P No-8 / 1.14.1,Vol 1) m3 633.8480000002949 107.1 0

4 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. (P No-7 / 1.8,Vol 1) m3 2673.4293500012627 497.7 0

5 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. (P No-7 / 1.7,Vol 1) m3 190.15440000008846 124.95 0

6 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 (Vol.-3, P.No.17, I.No. 3.6) m3 792.00000000003 517.65

7 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 (v) For Grading -V Material (Vol.-3, P.No.23, I.No. 4.2(v)) m3 726.7700000000001 2476.95

8 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (P No-26 / 4.17,Vol 3) m3 742.5 2686.95

9 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 0.90 kg per m2 using mechanical means.(P No-29 / 5.1 A (i),Vol 3) m2 2970.000000000113 66.15

10 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-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (P No-36/ 5.13 C,Vol 3) m3 148.5 15282.75

11 Tack coat on Granular surface treated with primer roviding and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. (P No-31 / 5.4, Vol 3) m2 2970.000000000113 23.1

12 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-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (P No-38 / 5.17 B (C),Vol 3) m3 89.10000000000338 18075.75

13 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 belevel, uniform and free from streaks and holes.(P No-57 / 8.15,Vol 3) m2 115.50000000000375 556.5

14 Traffic Signages & Other Appurtenant Works Supplying and Fixing of Molded Shank Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks t o go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer ---- including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Each 190 383.25

15 Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded,thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped,fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 (P No-75/ 8.44,Vol 3) Each 18 682.5

16 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mmthick 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, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle (P No-53/ 8.5 A(ii),Vol 3) Each 2 4904.55

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mmthick 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, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm x 45 cm rectangular (P No-54/8.5 A(xii) Vol-3) Each 1 4420.5

18 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mmthick 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, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 90 cm circular (P No-54/8.5 A(vi) ) Vol-3) Each 1 6604.5

19 Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (P No-61/ 8.29(ii),Vol 3) m 25 4209.45

20 Kerb Stones Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 8.42.6 600 x 300 x 100 mm size (P No-74/8.42.6 Vol-3) Each 382.0000000000125 279.3

21 PVC pipe - OD 200mm and 6 Kg/sqcm (P No- A-44/ sl.no 650 Vol-5) m 32 831

22 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (P No-51/6.8.2 Vol-3) m2 996 1219.05

Construction of Divider (Median)

1 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 radiusof 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 (I.N:1.12/PN-8,Vol-1) m3 59.40000000000225 99.75 0

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (I.N:1.19.1/PN-10,Vol-1) m3 19.80000000000075 6454.35 0

3 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.(h.) All other types of structures.(Vol.-1, P.No.18 I.No.2.11h). Tonne 3.69 84019.95 0

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I.N:2.4.2/PN-17,Vol -1) m3 79.200000000003 6532.05 0

5 Formwork for CC drain walls @ 35% m3 79.200000000003 2286.22 0

6 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (I.N:8.10(803)/PN-56,Vol -3) m3 198.0000000000075 114.45 0

7 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. (P No-7 / 1.8,Vol 1) m2 105.600000000004 497.7 0

Providing Decorative street Lights to the Median of the road

1 Decorative Median light poles fabricating supplying and erection of 10 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shft IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCB'S as per IS specifications suitable to withstand the wind speed of 47m/ sec for Mtrs pole in double / Single section and single joint welded as per IS 9595/IS10178AWS having two nos of 11-12 mtr length pole with dimensions bottom 190mm, top 60 mm with 3mm thick The pole should be painted aesthetically using good quality Dupont paint. The centre pole having dimensions of 165 mm OD 3.00 mtr langth 2.4mm thick with perforation for the length of 1000mm inserted with color changing LED tube inside should he painted with good quality Dupont paint and stainless steel ball should be painted with good quality Dupoint paint and stainless steel ball should be placed on top Suitable base plate and 6 Nos of m-24 long J Bolts along with template and the pole shall be hot lip galvanized in single dipping with not less than 65 micron as per ASTM-A 123 and 153 etc., The pole height may be varied at bridge section. The pole should be as shown in attached picture ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work Each 44 75000 0 0

2 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP-66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source - LED Streetlight 150 W NO 88 14705 0 0

3 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 88 162 0 0

4 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 16 sqmm KM 1.32 141842 0 0

5 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 25 sqmm KM 0.8 139549 0 0

6 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 9.1.1 HDPE Grade PE80-PN6.0, 63mm dia Mtr 1320 189 0 0

7 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr. 1320 113 0 0

8 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 6 sqmm Mtr. 150 92 0 0

9 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm KM 3.36 20886 0 0

10 Aluminium End Terminal (Lug) - 16 sqmm NO 352 2 0 0

11 Aluminium End Terminal (Lug) - 25 sqmm NO 96 3 0 0

12 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job 16 3750 0 0

13 Guy Wire and GI wire - 8 SWG GI Wire ( 4.064 mm Dia ) Std Wt : 131KG/KM MT 0.3275 75040 0 0

14 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.17.1 All kinds of soils. Depth upto 1.50 m M 1574.9999999999998 262 0 0

15 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 1.14.1 In all kinds of soils Depth upto 3 m Cum 33.264 102 0 0

16 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 Cum 3.1679999999999997 5918 0 0

17 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 29.699999999999996 6221 0 0

18 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 tone 1.76 80019 0 0

19 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG sq.cms 265600 0.5 0 0

20 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 80 395 0 0

21 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 24 515 0 0

22 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 -50-63Amps TPN Each 16 3088 0 0

23 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 16 415 0 0

24 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 24 2465 0 0

25 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947, 65 A Each 16 10141 0 0

26 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 8 4843 0 0

27 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 24 241 0 0

28 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 1574.9999999999998 160 0 0

29 8 swg GI Wire (4.064mmDia) Std Wt: 131Kg/Km Mtr 0.44 75040 0 0

30 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. m3 43.54 1663 0 0

3rd 4th 5th Year Maintenance

1 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 clearing cleaning reshaping deepening of side drains Stripping excess soil from the shoulder surface land Making king up loss of materiali imegularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet wails 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. Per KM 0.16500000000000625 39810 0 0

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 sol 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 and Repairs to CDs including Vent Clearance Per KM 0.16500000000000625 73440 0 0

4 Road Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting oting 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 and Repairs to CDs including Vent Clearance Per KM 0.16500000000000625 101980 0 0

Total Amount Grand Total Rs

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader- In area of light jungle ---- 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. 7/2.6iiiA vol-3 Hectare 0.36 146982.15 53310.43 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 Compacting Original Ground- Loosening, leveling Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- 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. 15/3.7 vol-3 Cum 784.69 91.35 71681.2 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 Earth work 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 ---- 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. 8/1.12 vol-1 Cum 24.15 68.25 1648.24 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. 132/20.8-b vo-3 Rmtr 2092.5 19.01 39778.42 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- 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. 24/4.27 A vol-3 Cum 1918.12 2513.7 4821590.81 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- 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. 145/21-A vol-3 Cum 191.81 11107.95 2130643.66 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ---- 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. 57/8.15 vol-3 Sqm 279 501.9 140030.1 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle ---- 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. 54/8.5 iV vol-3 No 10 3738 37380 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- 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. 55/8.7 vol-3 Sqm 7.2 8471.4 60994.08 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

19 Road Studs Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. 150/21-Cvol-3 No 154 383.25 59020.5 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

20 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. ---- 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. 29/5.1 1Ai vol-3 Sqm 7672.5 46.2 354469.5 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

21 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 ---- 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. 145/21Aiii vol-3 Sqm 7672.5 13.65 104729.62 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

22 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 ---- 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. 1.8/7/vol-3 Cum 5053.2 422.1 2132955.72 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

23 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 ---- 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. 3.6/15/vol-3 Cum 5161.5 433.65 2238284.48 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

24 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 ---- 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. 4.2-v/19/vol-3 Cum 1953 2345.7 4581152.1 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

25 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) ---- 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. 8.16-ii/57/vol-3 Each 2 2566.2 5132.4 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B15%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

26 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 ---- 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. 5.8-C/31/vol-3 Cum 383.62 8302.35 3184989.02 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B16%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 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. ---- 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. 15/2.1.3 vol-1 Cum 6.63 6039.6 40042.55 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- 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. 17/2.4.2 vol-1 Cum 85.11 7094.3 603767.5 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- 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. 71/9.3 vol-3 M.T. 0.85 99009.75 84267.2 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....750mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 20 3353.7 67074 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....1000mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 40 6459.6 258384 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 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, including cost of materials, labour, HOM complete as per specifications.Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 I 2300 ....1000mm. dia Page No. 254, I.No.34.6.4 ---- 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. 135/20.1 63C Rmtr 10 6459.6 64596 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- 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. 7/1.8/vol-1 Rmtr 84.46 422.1 35650.9 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 Earth work in surface excavation by mechanical means for lowering and levelling the ground for all works other then foundation in all kinds of soils and upto depth not exuceeding 300mm, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleteriours 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 appurtenaces required to complete the work ---- 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. 8/1.14/vol-1 Cum 127.25 76.65 9753.71 (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=6263&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Grand Total of Detail Estimates 1163535.86

Item Code : As per Electrical SR 3689 15 No --- 55335

Item Name : P.S.C pole 9 mtr long 200 Kg WL -Material Cost

2 Item Code : As per Electrical SR 1166 15 No --- 17490

Item Name : P.S.C pole 9 mtr long 200 Kg WL -Labour Cost

3 Item Code : As per Electrical SR 3054 3 No --- 9162

Item Name : P.S.C pole 8.00 mtr long 145 Kg WL for stud -Material Cost

4 Item Code : As per Electrical SR 932 3 No --- 2796

Item Name : P.S.C pole 8.00 mtr long 145 Kg WL for stud -Labour Cost

5 Item Code : As per Electrical SR 162 4 No --- 648

Item Name : L.T.2 Pin cross arms, with pole clams, bolts, nuts and washers (for PCC poles) -Material Cost

6 Item Code : As per Electrical SR 106 4 No --- 424

Item Name : L.T.2 Pin cross arms, with pole clams, bolts, nuts and washers (for PCC poles) -Labour Cost

7 Item Code : As per Electrical SR 438 10 No --- 4380

Item Name : Horizontal cross arms with pole clams, HTST support, bolts, nuts and washers (for PSC poles) -Material Cost

8 Item Code : As per Electrical SR 106 10 No --- 1060

Item Name : Horizontal cross arms with pole clams, HTST support, bolts, nuts and washers (for PSC poles) -Labour Cost

9 Item Code : As per Electrical SR 17450 2 No --- 34900

Item Name : D.P Structure with 9 mtr RCC poles -Material Cost

10 Item Code : As per Electrical SR 3578 2 No --- 7156

Item Name : D.P Structure with 9 mtr RCC poles -Labour Cost

11 Item Code : As per Electrical SR 180 40 No --- 7200

Item Name : 11 KV pin insulators with GI pins -Material Cost

12 Item Code : As per Electrical SR 164 18 No --- 2952

Item Name : 45 KV Pin Insulators with GI Pins -Material Cost

13 Item Code : As per Electrical SR 4000 2 No --- 8000

Item Name : Guarding bitween HT and LT Lines Guarding materials -Material Cost

14 Item Code : As per Electrical SR 1165 2 No --- 2330

Item Name : Guarding bitween HT and LT Lines Guarding materials -Labour Cost

15 Item Code : As per Electrical SR 830 1 No --- 830

Item Name : Guy Sets -Material Cost

16 Item Code : As per Electrical SR 390 1 No --- 390

Item Name : Guy Sets -Labour Cost

17 Item Code : As per Electrical SR 36497 0.5 No --- 18248.5

Item Name : Rabbit ACSR Conductor -Material Cost

18 Item Code : As per Electrical SR 2869 0.5 No --- 1434.5

Item Name : Rabbit ACSR Conductor -Labour Cost

19 Item Code : As per Electrical SR 79 18 No --- 1422

Item Name : PG Clamps for rabbit conductor -Material Cost

20 Item Code : As per Electrical SR 165 15 No --- 2475

Item Name : Spiral earth electrode -Material Cost

21 Item Code : As per Electrical SR 61 15 No --- 915

Item Name : Spiral earth electrode -Labour Cost

22 Item Code : As per Electrical SR 191 15 No --- 2865

Item Name : EG Strirrups with GI Wire Lacing -Material Cost

23 Item Code : As per Electrical SR 109 15 No --- 1635

Item Name : EG Strirrups with GI Wire Lacing -Labour Cost

24 Item Code : As per Electrical SR 174 1 No --- 174

Item Name : Guy concerting with Boulders, mud andsand -Labour Cost

25 Item Code : As per Electrical SR 146 15 No --- 2190

Item Name : Caution/Danger board as per Drawing No Bescome/GM/CP/40/Dt 24.10.07 -Material Cost

26 Item Code : As per Electrical SR 53 15 No --- 795

Item Name : Caution/Danger board as per Drawing No Bescome/GM/CP/40/Dt 24.10.07 -Labour Cost

27 Item Code : As per Electrical SR 76 14 No --- 1064

Item Name : Antu-Climbing Device (12 mtr/1 kg GI Barbed wire) Lumsum -Material Cost

28 Item Code : As per Electrical SR 28 14 No --- 392

Item Name : Antu-Climbing Device (12 mtr/1 kg GI Barbed wire) Lumsum -Labour Cost

29 Item Code : As per Electrical SR 33292.35 1 No --- 33292.35

Item Name : Reaising above @90%

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.