Improvements to Murugundi Hanamapura Madabhavi Bommanal Aralihatti Road From KM No. 3.66 to 6.00 (Proposed CH 3.91 to 6.00). in Athani taluka of Belagavi Dist. Under HOA 4059-80-051-0-60-132 CMIDP during the year 2025-26.

Name of Work : Improvements to Murugundi Hanamapura Madabhavi Bommanal Aralihatti Road From KM No. 3.66 to 6.00 (Proposed CH 3.91 to 6.00). in Athani taluka of Belagavi Dist. Under HOA 4059-80-051-0-60-132, During the Year 2025-26.

WORK INDENT NO: PWD/2025-26/RD/WORK_INDENT29593

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

1 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Vol.3 (P.No. 17, Sl.No. 3.5 ) 305.4.3 m2 5486.25 0.00 0.00 5486.25 6.00 32917.50 0.00 0.00 32917.50 11107.95

2 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. Vol.1 (P.No. 8, Sl.No. 1.12 ) m3 604.28 0.00 0.00 604.28 95.00 57406.60 0.00 0.00 57406.60 868.59

3 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 as per clause 305. Vol.3 (P.No. 17, Sl.No. 3.6) m3 642.350 642.350 642.360 1927.06 493.00 316678.55 316678.55 316683.48 950040.58 770.40 8471.40

4 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 Vol.3 (P.No. 23, Sl.No. 4.2 B. (v) ) m3 0.00 1346.30 0.00 1346.30 2359.00 0.00 3175921.70 0.00 3175921.70 321.175 642.35 3234.50

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 roller to achieve the desired density as per clause 406 (Vol-3, P.No.26, Sl.No.4.17) m3 0.00 2077.50 0.00 2077.50 2559.00 0.00 5316322.50 0.00 5316322.50

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. as per clause 502 (Vol-3, P.No.31, Sl.No.5.1 A(i)) m2 0.00 8310.00 0.00 8310.00 41.00 0.00 340710.00 0.00 340710.00 323.44 3409.17

7 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface as per clause 503 (Vol.3, P.No.31, Sl.No.5.4 (ii)) m2 0.000 8310.000 0.00 8310.00 14.00 0.00 116340.00 0.00 116340.00

8 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33, Sl.No.5.8 (ii) C). m3 0.000 0.00 415.500 415.50 7661.00 0.00 0.00 3183145.50 3183145.50 127.50

9 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. (Vol-3 ,P.No.43, Sl.No.5.31 ) IRC-37:2018 m3 0.00 0.00 207.74 207.74 10152.00 0.00 0.00 2108976.48 2108976.48 170.00

10 Direction and Place identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing as per clause 801 (Vol.3 P.No.65, Sl.No.8.7). m2 0.00 0.00 1.08 1.08 8995.00 0.00 0.00 9714.60 9714.60 5100.00

11 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. (i) 120 cm equilateral triangle (Vol.3 P.No.64, Sl.No.8.6) clause 801 Each 0.00 0.00 9.00 9.00 6336.00 0.00 0.00 57024.00 57024.00

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 (ii) Ordinary kilometer stone (precast) as per clause 805. (Vol.3 P.No.67, Sl.No.8.16 (ii)) Each 0.00 0.00 3.00 3.00 2889.00 0.00 0.00 8667.00 8667.00

13 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 as per clause 807. (Vol.3 P.No.67, Sl.No.8.18 ) Each 0.00 0.00 40.00 40.00 733.00 0.00 0.00 29320.00 29320.00

14 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.(Vol-3, P.No.67, Sl.No.8.15) 803 m2 0.00 0.00 54.00 54.00 530.00 0.00 0.00 28620.00 28620.00

15 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 0.00 0.00 56.00 56.00 365.00 0.00 0.00 20440.00 20440.00

16 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings Each 0.00 0.00 4.00 4.00 2021.00 0.00 0.00 8084.00 8084.00 127.50

17 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. (ii) Intermediate lane with formation width of 7.50 m No 0.00 0.00 1.00 1.00 45454.00 0.00 0.00 45454.00 45454.00

Construction of Two Row of 1000mm Dia Hume Pipe Culvert at (CH .KM - 11.73, 14.70, 18.50 (3 No) 127.50

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 and lead (iv) Dismantling Stone Masonry (II) By Mechanical means (A) Dismantling Brick / Tile work / rubble masonry / pitching / etc by m3 5.04 0.00 0.00 5.04 180.00 907.20 0.00 0.00 907.20

2 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry (II) By Mechanical means (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A) upto 600 mm dia m 15.00 0.00 0.00 15.00 957.00 14355.00 0.00 0.00 14355.00

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 1.5m including cost of labour, tools, usage required to complete the work. In all kinds of soils Depth upto 3m. m3 40.82 0.00 0.00 40.82 102.00 4163.64 0.00 0.00 4163.64

4 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 9.14 0.00 0.00 9.14 5918.00 54090.52 0.00 0.00 54090.52

5 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 Tonne 0.2375 0.00 0.00 0.24 69749.00 16565.39 0.00 0.00 16565.39

6 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 ISCodes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate m3 31.30 0.00 0.00 31.30 6221.00 194717.30 0.00 0.00 194717.30

7 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (ii). 1000 mm dia m 20.00 0.00 0.00 20.00 9479.00 189580.00 0.00 0.00 189580.00 170.00

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. m3 37.93 0.00 0.00 37.93 474.00 17978.82 0.00 0.00 17978.82 5100.00

9 Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Vol 3 Item No 14.9 ( Page No 130 ) m3 24.00 0.00 0.00 24.00 2049.00 49176.00 0.00 0.00 49176.00 127.50

1 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- 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. 3.5 Sqm 8880 4.2 37296 View LBD

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Vol.1 (P.No. 8, Sl.No. 1.14.1 ) ---- 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. 1.14.1 Cum 720 76.65 55188 View LBD

3 Construction of Embankment with approved materials deposited at site from roadway cutting and xcavation from drain and foundation of other structures graded with desired compaction. Vol.1 (P.No. 7, Sl.No. 1.7 ) ---- 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. 1.7 Cum 720 118.65 85428 View LBD

4 Construction of Granular Sub-Base 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 ---- 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. 4.2 Cum 1349.8 2345.7 3166225.86 View LBD

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 roller to achieve the desired density. ---- 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. 4.27 Cum 4237.5 2513.7 10651803.75 View LBD

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 0.90 kg per m2 using mechanical means ---- 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. 5.1 Sqm 16950 46.2 783090 View LBD

7 Tack coat on Granular surface treated with prime Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- 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. 4 Sqm 16950 16.8 284760 View LBD

9 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 remixed 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, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. 1 Cum 702.62 11107.95 7804723.37 View LBD

10 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, labor ,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 Cum 3487.76 433.65 1512467.12 View LBD

11 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, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. 8.18 Sqm 1.08 8471.4 9149.11 View LBD

12 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. ( iii ) 75 cm equilateral triangle ---- 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. 8.5 No 4 4230.45 16921.8 View LBD

13 Traffic Signages & Other Appurtenant Works 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 lensface 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 notexceed 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 ---- 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. 21-c1 No 318 383.25 121873.5 View LBD

14 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound Vol.3 (P.No.57, Sl.No. 8.15 ) 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, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. 8.15 No 572 501.9 287086.8 View LBD

15 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (P.No. 54, Sl.No. 8.16(ii) ) 805 Ordinary kilometer stone (precast) ---- 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. 8.16 Each 21 2566.2 53890.2 View LBD

16 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (P.No. 54, Sl.No. 8.16(i) ) 805 5th kilometer stone (precast) ---- 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. 8.16 Each 5 4229.4 21147 View LBD

17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (P.No. 54, Sl.No. 8.16(iii) ) 805 200mtr stone (precast) ---- 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. 8.16 Each 104 1691.55 175921.2 View LBD

18 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 Vol.1 (P.No. 145, Sl.No. 3) MoRTH Sec 503 ---- 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. 3 Sqm 11155 13.65 152265.75 View LBD

19 Bituminous Macadam Grading - II for traffic 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 (P.No. 31, Sl.No. 5.8) 504 (ii) C ---- 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. 5.8 Cum 1416.4 8302.35 11759490.05 View LBD

Grand Total of Detail Estimates 36978727.52

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