Construction of Bandhara near Ganeshpur (U) Village In Kamalnagar Taluka District Bidar

Improvements and Beautification of Mannalli MI Tank near Mannalli Village in Bidar Taluka Bidar Dist.

Amount of estimate: Rs. 10000000 Amount put to tender Rs: 8,469,313.81

Sl. No. Ref page no. Particulars of item Unit Quantity Rate Amount (Rs.) Quantity Rate

I Tank bed Desilting in figures in words

1 6.14 40 De-silting tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour etc., complete with all lead and all lifts.(Item No. 6.14; Page No. 40 as pe MI CSR 2021-22 Vol-4 Part-B). Cum 2200.00 84.00 184,800.00

1 Providing and placing sand bags consisting of empty cement bags filled with 35 to 40kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour, materials etc., complete with all lead and lift .

As Per SR for 2021-22 , Item no- 5.36 Page No- 90

II Improvements to Bund

1 6.22 Vol 4 (B) 41 Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.. Sqm 6450.00 3.15 20,317.50

2 7.2.1 88 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts.(Item No.7.2.1 ; Page No. 88 as per WRD SR 2021-22 Vol-4 part A). Each 350.00 20.48 7,168.00

3 1.12 8 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 ofexcavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(Item No. 1.12; Page No. 8 as per pwd CSR 2021-22 Vol-1). Cum 428.13 68.25 29,219.87

4 2.2.1.1 46 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steelreinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Item No. 2.2.1.1; Page No.46 as per PWD CSR 2021-22 Vol-1). Cum 71.58 6552.16 469,003.61

5 6.2 38 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry aggregate including packing, wedging, finishing etc., complete with lead upto 50 m and all lifts. (Item No. 6.2, Page No. 38 as per WRD MI SR 2021-22 Vol-4 Part B ). Sqm 4606.71 352.80 1,625,247.29

6 3.53 46 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Note: If 150 mm thick murum bed is to be provided below pitching add (Item No. 3.53; Page No. 46 as per WRD SR 2021-22 Vol-4 part A). Sqm 3421.49 511.35 1,749,578.91

7 21.11 165 providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804.(Item No. 21.11 Page No. 165 as per PWD SR 2021-22 Vol-3 ). No 1.00 9450.00 9,450.00

8 7.7 89 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts..(Item No. 7.7, Page No. 89 as per WRD MI SR 2021-22 Vol-4 Part B ). Each 42.00 228.90 9,613.80

III Repairs to Sluice

1 8.1.2 85 Clearing thick jungle growth (less than 50% open space) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete (Item No.8.1.2 ; Page No. 85 as per WRD SR 2021-22 Vol-4 part A). Sqm 500.0000 3.15 1,575.00

2 7.2.1 88 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts.(Item No.7.2.1 ; Page No. 88 as per WRD SR 2021-22 Vol-4 part A). Each 100.0000 20.48 2,048.00

3 19.53 167 Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundto the appropriate disposal area as per direction of Engineer-in-charge. (Item No.19.53 ; Page No. 167 as per PWD SR VOL-2 for 2021-22). Sqm 344.9600 30.45 10,504.03

4 8.3.1 41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonary including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge. (Item No.8.3.1 ; Page No. 41 as per PWD SR VOL-2 for 2021-22). Sqm 344.96 313.95 108,300.19

5 2.2.1.1 46 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steelreinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Item No. 2.2.1.1; Page No.46 as per PWD CSR 2021-22 Vol-1). Cum 5.66 6552.16 37,085.23

6 9.3 71 Supplying, Fitting and Placing TMT Fe 500 & aboveReinforcement in Foundation/Substructure/SuperstructurecompleteasperDrawingandTechnicalSpecifications..(PWDCSRVol-3 2021-22 P.No. 71 I.No. 9.3)1 tonne 0.3000 88269.30 26,480.79

7 5.3 33 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour,machinery, cutting, aligning, anchoring, welding, finishing, cleaning,applying one coat zinc chromate red oxide primer and three coats anticorrosivebitumineous black paint etc., complete with all leads and lifts.MI Common SR Vol-4 part -B Item No.5.3 Page No 33 Kg 360.0000 235.20 84,672.00

8 11.26.1 82 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.PWD Common SR Vol-2 part -B Item No.11.26.1 Page No 82 Kg 907.2000 116.55 105,734.16

IV Repairs to wasteweir

1 7.2.1 88 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts.(Item No.7.2.1 ; Page No. 88 as per WRD SR 2021-22 Vol-4 part A). Each 200.0000 20.48 4,096.00

2 1.14 16 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 ofexcavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(Item No. 1.14; Page No. 16 as per pwd CSR 2021-22 Vol-1). Cum 73.0800 68.25 4,987.71

3 2.4 17 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts..(Item No.2.4 ; Page No. 17 as per -Minor Irrigation- SR Vol-4 for 2021-22). Cum 21.0000 1299.90 27,297.90

4 2.1.4 45 Providing and laying in position plain cement concretefor 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 thework as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates (Item No.2.1.4 ; Page No.45 as per PWD CSR VOL-1 for 2021-22). Cum 126.0200 6315.12 795,831.42

5 8.19.2 44 Providing Raised and cut pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (Item No.8.19.2 ; Page No. 44 as per PWD SR VOL-2 for 2021-22). Sqm 127.8000 381.15 48,710.97

6 3.53 46 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. Note: If 150 mm thick murum bed is to be provided below pitching add (Item No. 3.53; Page No. 46 as per WRD SR 2021-22 Vol-4 part A). Sqm 132.0000 511.35 67,498.20

7 3.54 46 Providing and constructing 450 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour,packing stone chips and mortar into joints,finishing,curing etc.,complete with all lead and lifts..If 150 mm thick murum bed is to be provided below pitching add Rs.69/Sqm.(Item No. 3.54; Page No.46 as per WRD SR 2021-22 Vol-4 part A). Sqm 78.0000 706.65 55,118.70

8 11.26.1 82 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery completeas per specifications and as per directions of the Engineer-in-Charge.PWD Common SR Vol-2 part -B Item No.11.26.1 Page No 82 Kg 1080.0000 116.55 125,874.00

V Canal lining work 0.00

1 8.1.2 85 Clearing thick jungle growth (less than 50% open space) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete (Item No.8.1.2 ; Page No. 85 as per WRD SR 2021-22 Vol-4 part A). Sqm 20000.0000 3.15 63,000.00

2 7.2.1 88 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts.(Item No.7.2.1 ; Page No. 88 as per WRD SR 2021-22 Vol-4 part A). Each 1000.00 20.48 20,480.00

3 8.34 88 Excavation and removal of silt and silt mixed with sand from canal bed in dry condition including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and lifts. (WRD CSR 2021-22 Vol. IV P.NO. 88 1.No. 8.34) Cum 1282.50 228.90 293,564.25

4 1.4.1 7 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting& stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces requiredto complete the work (Item No.1.4.1; Page. No.7 as per PWD CSR Vol-1 2021-22). Cum 31.5000 195.30 6,151.95

5 2.4 17 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lifts..(Item No.2.4 ; Page No. 17 as per -Minor Irrigation- SR Vol-4 for 2021-22). Cum 20.300 1299.90 26,387.97

6 2.2.1.1 46 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steelreinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Item No. 2.2.1.1; Page No.46 as per PWD CSR 2021-22 Vol-1). Cum 39.16 6552.16 256,582.59

7 9.3 71 Supplying, Fitting and Placing TMT Fe 500 & aboveReinforcement in Foundation /Substructure/SuperstructurecompleteasperDrawingandTechnicalSpecifications..(PWDCSRVol-32021-22 P.No. 71 I.No. 9.3) tonne 1.305 88269.30 115,191.44

8 8.1.1 41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonary including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge. (Item No.8.1.1 ; Page No. 41 as per PWD SR VOL-2 for 2021-22). Sqm 238.28 223.65 53,291.32

VI Catchment treatment 0.00

27 6.22 41 Clearing thick jungle growth (less than 50% open space) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete (Item No.6.22 ; Page No. 41 as per WRD MI SR 2021-22 Vol-4 part B). Sqm 5000.00 3.15 15,750.00

28 7.2.1 88 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and all lifts.(Item No.7.2.1 ; Page No. 88 as per WRD SR 2021-22 Vol-4 part A). Each 500.00 20.48 10,240.00

29 7.26 93 Excavation and removal of silt and silt mixed with sand from canal bed in dry condition including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and all lifts. (Item No. 7.26; Page No. 93 as per WRD SR 2021-22 Vol-4 part A). Cum 180.00 228.90 41,202.00

VI Approach road 0.00

30 2.4(i)A 7 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.( CSR 2021-22 pg no 7, item no 2.4 (i) A) Ha 0.13 176715.00 22,972.95

31 20.8(B) 132 Construction of unlined surface drains of average crosssectionalarea 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (averagelead 25 m) as per Technical Specification Clause 307.( CSR 2021-22 pg no 132, item no 20.8 (B)) Cum 900 19.01 17,109.00

32 3.7 15 Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction.( CSR 2021-22 pg no 15, item no 3.7 ) Cum 421.88 91.35 38,538.74

33 4.2(iv) 19 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader onprepared surface mixing by mix in place method with front endloader at OMC and compacting with vibratory roller to achievethe desired density, complete as per clause 401( CSR 2021-22 pg no 19, item no 4.2(iv) ) Cum 225 2384.55 536,523.75

34 20.11 133 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical SpecificationClause 405.( CSR 2021-22 pg no 133, item no 20.11 ) Cum 191.25 2908.50 556,250.63

35 20.10 133 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(Item No.20.10 Page No.133 of PWD Volume III Common SR for 2021-22). Cum 126.56 2972.55 376,205.93 4 217.48

VII CD work 0.00

36 1.14.1 8 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 Cum 16.20 76.65 1,241.73

37 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 If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manuallyAdd 8% per m³ for works under foul & sullage situation Cum 28.32 422.10 11,953.87

38 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 Cum 1.66 5831.70 9,680.62

39 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, includingall lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 20.66 6240.15 128,921.50

40 Additionalitiesfor Form Work and Centring, & Scaffolding charges for CD'S Head Wall Cum 20.66 499.21 10,313.68

41 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia Mtr 50.00 3353.70 167,685.00

42 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 0.8252 96778.50 79,861.62

Total Rs. 8,469,313.81

Total Tender price(In figures) Rs. 8469313.81 Rupees Eighty four Lakhs sixty nine thousand three Hundred thirteen and eighty one Paisas Only

Note: (1) Item for which no rate or price has been entered it will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of quantities (refer: ITB Clause 7.2 and CC clause 33.2) (2) Unit rates and prices shall be quoted by the Tenderer in Indian rupees. (3) Where there is discrepancy between the rate in figures and words, the lower of the two will govern. [ ITB clause 19.1 (a)] (4) Where there is discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern. [ ITB Clause 19.1(b)]

MILESTONE STATEMENT

Construction of Bandhara near Ganeshpur (U) Village In Kamalnagar Taluka District Bidar

Sl. No. SR item No. & vol. No. SR Page No. Description Unit Total Milestone- 1 (for 1st month) Milestone- 2 (for 2 month) Milestone-3 (for 3 month) Milestone-4 (for 4 month) Milestone-5 (for 5 month) Milestone-6 (for 6 month) Milestone-7 (for 7 month) Milestone-8 (for 8 month) Milestone-9 (for 9 month) Total amount Total Qty Amount

Qnty Rate Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1 1.14.2 vol 1 PWD 8 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete,with all lead & lifts as per the direction of Engineer in charge of the work.(Item No.8.3 Page No.101 of WRD Volume IV Common SR for 2023-24). Sqm 2400.00 9.87 23,688.00 2400.00 23688.00 0 0.00 2400.00 0.00 0.00 0 0.00 0.00 0.00 0.00 23688.00 0.00 2400.00 23688 23688

2 1.15.1 vol 1 PWD 8 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead & lifts as per the direction of Engineer in charge of the work(Item No.8.2.1 Page No.101 of WRD Volume IV Common SR for 2023-24). Each 10.00 28.35 283.50 10.00 283.50 0 0.00 10.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 283.50 0.00 10.00 284 284

3 2.37 vol IV A 29 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m,with all lead & lifts as per the direction of Engineer in charge of the work (Item No.1.14.1 Page No.8 of PWD Volume I Common SR for 2023-24). Cum 56239.00 111.44 6,267,274.16 16871.70 1880182.25 28,119.50 3133637 11,247.80 1253454.83 56239.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 6267274.16 0.00 56239.00 6267274 6267274

4 3.3 vol IVA 6 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth with all lead & lifts as per the direction of Engineer in charge of the work (Item No.1.15.1 Page No.8 of PWD Volume I Common SR for 2023-24). Cum 97.40 396.58 38,626.89 0.00 0 97.40 38626.89 97.40 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 38626.89 0.00 97.40 38627 38627

5 Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete with all lead and all lifts. Complete and as directed by Engineer In Charge Each 63.00 1412.25 88,971.75 0.00 0 63.00 88971.75 63.00 0.00 0 0.00 0.00 0.00 88971.75 0.00 63.00

6 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 aMix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 90.00 6593.83 593,444.70 0.00 0 90.00 593444.70 90.00 0.00 0 0.00 0.00 0.00 593444.70 0.00 90.00

7 1.8 vol IV B 19 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 714.50 7322.95 5,232,247.78 0.00 0 0.00 0.00 357.25 2616123.89 357.25 2616123.89 0 714.50 0.00 0.00 0.00 0.00 0.00 0.00 5232247.78 (0.01) 714.50 5232248 5232248

8 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lifts including loading and unloading as per the direction of the Engineer incharge of the work. Cum 420.50 7322.95 3,079,300.48 0.00 0 0.00 0.00 0.00 0.00 210.25 1539650 210.25 210.25 1539650.24 0.00 3079300.48 (0.00) 420.50 3079300 3079300

9 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals with all accessories for barrage including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings.Note: tonne 0.96000 185325.00 177,912.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.96 177912.00 0.00 0.96 177912.00 0.00 0.96 177912 177912

10 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.Dam & Allied Works with all lead & lifts as per the direction of Engineer in charge of the work(Item No.2.11 (e) Page No.18 of PWD Volume I Common SR for 2023-24). tonne 11.2600 80145.45 902,437.77 0.00 0 0.00 0.00 11.26 902437.77 0.00 0.00 0 11.26 0.00 0.00 0.00 0.00 0.00 902437.77 (0.00) 11.26 902438 902438

11 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. Kg 6043.2600 142.8 862,977.53 6,043.26 862977.53 6043.26 862977.53 (0.00) 6043.26

12 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 897.6000 144.9 130,062.24 897.60 130062.24 897.60 130062.24 0.00 897.60

13 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.s complete with all lead & lifts including loading and unloading as per the direction of Engineer in charge of the work Cum 161.1400 1341.9 216,233.77 161.14 216233.77 161.14 216233.77 (0.00) 161.14

14 :Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.,with all lead & lifts including loading and unloading as per the direction of Engineer in charge of the work. Cum 3323.00 660.45 2,194,675.35 0.00 0 0.00 0.00 0.00 0.00 0 0.00 1,661.50 1097337.68 1,661.50 1097337.68 0.00 0.00 3323.00 2194675.35 0.00 3323.00 2194675 2194675

15 Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. with all lead & lifts including loading and unloading as per the direction of Engineer in charge of the work Cum 1108.00 236.25 261,765.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 554.00 130882.50 554.00 130882.50 0.00 0.00 1108.00 261765.00 0.00 1108.00

16 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.with all lead & lifts as per the direction of Engineer in charge of the work(Item No.3.41 Page No.54 of WRD Volume IV Common SR for 2023-24). Sqm 2216.00 407.4 902,798.40 0.00 0 0.00 0.00 0.00 0.00 0 0.00 886.40 361119.36 886.40 361119.36 443.20 180559.68 2216.00 722238.72 (180,559.68) 2216.00 902798 902798

Total Rs 20972699.30

Sl No Itemes Total Qty 80% of Qty

1 1) Earth excation & Embankment EWE & Embankment Cum 60767.40 60767.40 48613.92

2 2) Ptching Revetment Sqm 2216.00 2216.00 1772.80

3 3) Concrete Cement concrete M20-20mm d/s M25 & PCC M10-40mm d/s in Cum cum 1225.00 1225.00 980.00

5 4) Steel Steel tonne 12.2200 12.22 9.78

Section Officer Asst. Executive Engineer Executive Engineer Executive Engineer

MI & GWD Sub Division, Bidar MI & GWD Division, Bidar MI & GWD Division, Bidar

Construction of Bandhara near Ganeshpur (U)Village In Kamalnagar Taluka District Bidar

Item No. EWE & Embankment Revetment Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum Steel in tonne

Cum Sqm Cum Tonne

Tender period - 9 months

QTY. = Total qty. x 0.80

Executive Engineer

MI & GWD Division, Bidar

Construction of Bandhara near Ganeshpur (U)Village In Kamalnagar Taluka District Bidar

1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month

Mile stone -I 7012289.00 7012.29

Mile stone -II 7674335.78 7674.34

Mile stone -III 6286074.52 6286.07 Liquid Assest =(APTx3)/period= = 6990899.77

Fin.turnover = 41945398.61

Executive Engineer

MI & GWD Division, Bidar

1 Construction of Bandhara near Ganeshpur (U)Village In Kamalnagar Taluka District Bidar

3 Amount put to tender (APT) 20972699.32 314590.4898

5 Financial turnover

(2 times the estimated annual payment 41945398.64

APT/tender period)*9*2 41945398.64

6 Similar work (50% of the amount put to tender) 10486349.66

7 Period of completion (Tender period) 09 months

8 Material (should have executed in any 1 year 80% of peak Annual rate of construction

Earthwork excavation,embakment in cum. 48,613.92

Pitching work in Sqm 1,772.80

Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum 980.00

Steel in tonne 9.78

9 Liquid assest / credit facilities cash flow for 3 months in the peak(in Lakhs) 69.91

10 Schedule - B Enclosed

11 Bid documents /contract data Enclosed

12 Price adjustment clauuse/Star rate G.O Appended in Bid document

Executive Engineer

MI & GWD Division, Bidar

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

Format No.2 ON BANKS LETTER HEAD ……………………………………………………………………………………………………………………………. FORMAT OF BANKER’S CERTIFICATE / LINE OF CREDIT LETTER [ TO BE ISSUED IN THE LETTER HEAD OF THE BANK BRANCH ] Reference Number (Sl. No. ) Place: Date: [Name & address of the beneficiary ] This is to certify that Mr./M/s. …………………………..[Name of the customer] having his/their registered/ administrative office at ........................................is a customer of our Bank and is / are engaged in ............................... [ nature of activity] . If the said customer is allotted / awarded with ...................................................................... [ brief details of works], we may extend credit facilities upto Rs.......................... lakh to meet his/ their working capital requirement towards the execution of the said work order as per the Loan Policy of the Bank. This certificate is valid upto three months from date of issue, that is upto dd/mm/yyyy. Yours faithfully, Branch Manager

Name of the Bank, Senior Bank Manger

Address:…………………………

BANKER'S LETTER HEAD (Must mention Communication details: Address, Phone number, Email-Id)

BANKER’S CERTIFICATE

This is to certify that M/s. …………………………..(Name of the customer) Is having his / their registered / administrative office at _______________ ____________________ is a customer of our Bank and is / are engaged in ____________________________ . If the said customer is allotted / awarded with _____________________ (brief details of works) , we may extend credit facilities upto Rs. ____________ Lakh, to meet his/ their working capital requirement towards of the said work order as per the Loan Policy of the Bank. This certificate is valid upto three months from date of issue, that is uoto Date __________

Yours Faithfully

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

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 :

6 Progress * : 2008

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

Earthworks in cum Physical :

Financial in lac :

Embankment / Subgrade in cum Physical :

Financial in lac :

Metalling in cum Physical :

Financial in lac :

Reinforcement in Quintal Physical :

Financial in lac :

Reinforcement Cement Concrete in cum Physical :

Financial in lac :

BM in cum Physical :

Financial in lac :

SDBC in sqm Physical :

Financial in lac :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

Name of Work Item of Work Name of Employer 2017-18 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Metalling in cum Physical

Reinforcement in Quintal Physical

Reinforcement Cement Concrete in cum Physical

Surface Dressing in sqm Physical

BM in cum Physical

SDBC in sqm Physical

Mix Seal Surface in sqm Physical

Earthworks in cum Physical

Metalling in cum Physical

Reinforcement in Quintal Physical

Reinforcement Cement Concrete in cum Physical

Surface Dressing in sqm Physical

BM in cum Physical

SDBC in sqm Physical

Mix Seal Surface in sqm Physical

Earthworks in cum Physical

Metalling in cum Physical

Reinforcement in Quintal Physical

Reinforcement Cement Concrete in cum Physical

Surface Dressing in sqm Physical

BM in cum Physical

SDBC in sqm Physical

Mix Seal Surface in sqm Physical

Earthworks in cum Physical

Metalling in cum Physical

Reinforcement in Quintal Physical

Reinforcement Cement Concrete in cum Physical

Surface Dressing in sqm Physical

BM in cum Physical

SDBC in sqm Physical

Mix Seal Surface in sqm Physical

Earthworks in cum Physical

Metalling in cum Physical

Reinforcement in Quintal Physical

Reinforcement Cement Concrete in cum Physical

Surface Dressing in sqm Physical

BM in cum Physical

SDBC in sqm Physical

Mix Seal Surface in sqm Physical

NOTE: Seperate statement shall be submitted for each work.

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)

LETTER HEAD OF CA

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

Billed upto date during 2024-25