Improvement to barrage near Nelwad village in Taluka Bhalki District Bidar(SC RESERVE)

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

Improvements to barrage near Nelwad village in taluka Bhalki District Bidar(SC RESERVE)

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

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 De-silting of 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 & all necessary works as directed and complete as per specifcation Cum 12000.00 98.7 1184400.00 12000.00 1184400.00 0 0.00 12000.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1184400.00 0.00

2 1.15.1 vol 1 PWD 8 :Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifcations, 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 Cum 150.00 446.25 66937.50 150.00 66937.50 0 0.00 150.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 66937.50 0.00

3 2.37 vol IV A 29 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming 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 specifcations.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 129.60 6493.2 841518.72 129.60 841518.72 0 0.00 129.60 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 841518.72 0.00

4 3.3 vol IVA 6 :Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confrming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing,centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifcations for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like ments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specifcation. Cum 210.00 7185.15 1508881.50 210.00 1508881.50 0 0.00 210.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1508881.50 0.00

5 1.8 vol IV B 19 Supplying, ftting 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 technial specifcation. e. Dam and Allied works tonne 2.10 83695.50 175760.55 0.00 2.10 175761 0.00 2.10 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 175760.55 0.00

6 2.1.3 vol 1 PWD 57 Providing and constructing 450 mm thick size stone pitching with using 200 to 250mm size stones 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, fnishing and all other ancillary operations complete Cum 99.00 681.45 67463.55 0.00 79.20 53971 19.80 13492.71 99.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 67463.55 0.00

7 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 specifed 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 Cum 1109.60 660.45 732835.32 0.00 0 1,109.60 732835.32 1109.60 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 732835.32 0.00

8 1.14.1 vol 1 PWD 8 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifcations, 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 required to complete the work Cum 58.31 254.1 14816.57 0.00 0 0.00 0.00 58.31 14816.57 0.00 0 58.31 0.00 0.00 0.00 0.00 14816.57 0.00

9 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 26.99 454.65 12271.00 0.00 0 13.50 6135.50 13.50 13.50 6135.50 0.00 0.00 13.50 0.00 0.00 0.00 0.00 12271.00 0.00

10 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fne 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 specifcations Cum 6.30 6473.3 40781.79 0.00 0 0.00 0.00 0.00 6.30 40781.79 0 6.30 0.00 0.00 0.00 0.00 40781.79 0.00

11 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as perrelevant IS Codes machine mixed with super plasticisers laid in layers, well compacted usingneedle vibrators. The cost includes all lead & lifts, cost of all materials, quality confrming to therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations Cum 29.31 7070.7 207242.22 0.00 0 0.00 0.00 0.00 0.00 29.31 207242 29.31 0.00 0.00 0.00 0.00 207242.22 0.00

12 :Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 15.03 5864.25 88139.68 0.00 7.52 44070 6.01 35255.87 13.53 0.00 1.50 8813.97 0 1.50 0.00 0.00 0.00 0.00 88139.68 0.00

13 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specifcation I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. M 14.93 6755.7 100862.60 0.00 11.94 80690 2.99 20172.52 14.93 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 100862.60 0.00

14 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Cum 14.31 9288.3 132915.57 0.00 0 0.00 0.00 0.00 4.29 39874.66 10.02 93041 14.31 0.00 0.00 0.00 0.00 132915.56 (0.01)

15 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) fnished with a foating coat of neat cement to brick/ stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-incharge Sqm 171.92 446.25 76719.30 0.00 0 0.00 90.00 40162.50 50.00 22312.50 31.92 14244 171.92 0.00 0.00 0.00

16 Supplying, ftting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specifcation tonne 3.55 84204.75 298926.86 0.00 0 0.00 0.00 3.55 298927 3.55 0.00 0.00 0.00

17 Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, olishing complete as per specifcations Sqm 35.56 1717.8 61084.97 0.00 0 0.00 35.56 61084.97 35.56 0.00 0.00 0.00

18 White washing with lime to give an even shade :Old work (two coats) as per specifcations and as per directions of Engineer in charge Sqm 171.92 15.75 2707.74 0.00 0 0.00 171.92 2707.74 171.92 0.00 0.00 0.00

19 Supplying and fxing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe haft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fxing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage harges of machinery complete as per specifcations and as per directions of the Engineer-in-Charge Sqm 6.12 2764.65 16919.66 0.00 0 0.00 6.12 16919.66 0.00 0 6.12 0.00 0.00 0.00

20 Providing & fxing of 2.5 trackx2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016)sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free,gaskets-grey colour having isolated drainage and reinforced with Galvanized Iron profle through-out the window frame.The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fxing of glass shall be of size 21.5mmx9.5mm.Windows shall be provided with 5mm plain foat glass,standard hardware and single point locking system with touch lock.Wall thickness of frame and sash shall be of 1.8-2.0mm.Maximum possible size 1519mmx1519mm(The cost is inclusive of all fxtures and separate charges for minor T and P s shall not be made) for Windows Sqm 4.86 6878.55 33429.75 0.00 0 0.00 4.86 33429.75 4.86 0.00 0.00 0.00

21 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-charge Sqm 6.12 175.35 1073.14 0.00 0 0.00 6.12 1073.14 6.12 0.00 0.00 0.00

22 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 Dozer Sqm 1500.00 4.13 6195.00 0.00 0 0.00 750.00 3097.50 750.00 3097.50 1500.00 0.00 0.00 0.00

23 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 specifcations, 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 Cum 360.00 99.75 35910.00 0.00 0 0.00 300.00 29925.00 60.00 5985.00 360.00 0.00 0.00 0.00

24 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 specifcations, including cost of labour ,rolling, water ,all materials,usage& all other appurtenaces required to complete the work Cum 675.00 497.7 335947.50 0.00 0 0.00 300.00 149310.00 375.00 186637.50 675.00 0.00 0.00 0.00

Total Rs 6043740.49

Sl No Itemes Total Qty 50% of Qty

1 1) Earth excation & Embankment EWE & Embankment Cum 2352.91 2352.91 1176.46

2 2) Ptching Revetment Sqm 99.00 99.00 49.50

3 3) Concrete Cement concrete & PCC in Cum cum 375.21 375.21 187.61

4 4) Steel Steel tonne 5.65 5.65 2.83

Section Officer Asst. Executive Engineer Executive Engineer Executive Engineer

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

NAME OF WORK : CONSTRUCTION OF C.D. ACROSS LOCAL NALA NEAR VILLAGE WARWATTI(K) ,IN TALUK HUMNABAD AND DISTRICT BIDAR.

Sl No. Particulars Unit Measurement Quantity Rate (`) Amount

1 Cutting and burning or disposing off Apu / Jondu from marshy areasas directed with all other ancillary operations complete.(Item No.8.3 Page No.101 of WRD Volume IV Common SR for 2023-24).

By the sides of Halla Sqm 2 35.00 20 1400

2 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.8.2.1 Page No.101 of WRD Volume IV Common SR for 2023-24).

By the sides of Halla each 50 50.00

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 1.5 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 (Item No.1.14.1 Page No.8 of PWD Volume I Common SR for 2023-24).

U/S For Nala Trimming Cum 0 50 30.00 0.60 0.00

Excavation for CD & Excavation for Splayed wall Cum Qty.sheet attached 1,491.00

For D/S Apron Cum 1 59.20 4.50 0.50 133.20

For D/S Cut off wall, Cum 1 59.20 0.45 1.50 39.96 1.5 1.50

For U/S Apron Cum 1 59.20 2.50 0.50 74.00

For U/S Cut off wall, Cum 1 59.20 0.45 1.50 39.96 1 1.00

Consider 90% of Total as AKS 1600.31 107.10 171392.99

4 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 ordinary/soft rock without blasting upto 1.5 m depth (Item No.1.15.1 Page No.8 of PWD Volume I Common SR for 2023-24). -48729.38

5 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 (Item No.2.1.3 Page No.15 of PWD Volume I Common SR for 2023-24).

For CD portion Cum 2 59.20 2.35 0.15 41.74 41.7360

For Splayed wall RHS Cum 2 10.00 1.80 0.15 5.40

For Splayed wall LHS Cum 2 17.00 1.80 0.15 9.18 25 16

For Cutofff wall Cum 2 59.20 0.30 0.15 5.33

6 Providing and laying in position Cement Concrete for levelling course forall 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 t chnical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.1.4 Page No.15 of PWD Volume I Common SR for 2023-24).basic rate as per current quarter.

For CD portion raft Cum 1 59.20 5.00 0.20 59.20

For Cutofff wall Cum 2 59.20 0.30 1.35 47.95

For U/s Apron Cum 1 59.20 2.00 0.20 23.68

For D/s Apron Cum 1 59.20 4.00 0.20 47.36

7 Supplying P-3 Class R.C.C spun pipes ( safe for 6 kg / cm2 test pressure ) to work spot including cost of all material, machinery, labour, taxes, duties, levies, royalty & all necessary works as applicable as perspecification 1200 mm dia P-3 Class R.C.C spun pipe (Item No.7.21.8 Page No.95 of PWD Volume IV Part 1 Common SR for 2023-24).

For Pipes mtr 1 28 5.00 140.00

8 Laying and jointing P-2/P-3 class R.C.C spun pipes true to line and level with perfect linking at joint including loading, unloading, rolling/ lifting and lowering into trench, applying soft soap to spigot and socket ends, cleaning inserting rubber sealing ring into correct position, jointing the pipes perfectly by jacking or other approved method, giving necessary hydraulic test at the specified pressure, cost of all jointing and water pressure testing materials, machinery, labour & all necessary works complete as per specification.1200 mm dia P-2 / P-3 class R.C.C spun pipes. (Item No.7.22.8 Page No.96 of PWD Volume IV Part 1 Common SR for 2023-24). #REF! #REF!

Qty.same as item no.7 140.00

9 Providing and laying insitu vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for piers/ gravity type retaining walls / abutments / other similar structures including cost of all materials, machinery, labour, cleaning,batching, mixing, placing in position, levelling, vibrating, finishing,curing with all other ancillary operations complete .(Item No.4.7 Part 1 Page No.59 of PWD Volume IV Part 1 Common SR for 2023-24). Excluding raft

For Splayed wall RHS Cum 2 10.00 0.80 1.70 27.20

For Splayed wall LHS 2 17.00 0.80 1.70 46.24

Deduct pipe portion Cum

10 Providing and filling murrum / gravelly soil ( CNS soil ) above pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by power roller to achieve density control of not less than 95 percent and all other ancillary operations complete. (Item No.4.16 Page No.61 of PWD Volume IV Common SR for 2023-24).

Deduct pipe portion

11 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 mixe 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 appurtenancesrequired to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Item No.2.2.1 Page No.15 of Vol 1 SR Volume IV part-II for the year 2023-24).

Guard stones Cum 92 0.30 0.30 0.60 4.98

12 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.c) Sub structure of Bridges.(Item No.2.11C Page No.18 of PWD Volume I Common SR for 2023-24).

Qty.sheet attached Kg 9,933.68 670.52

13 Providing rubble stone / boulder filling behind abutment / belowapron including cost of all materials, labour, hand packing, finishing topsurface etc., complete with all lead and lifts.(Item No.1.8 Page No.130 of MI SR Volume IV part-II for the year 2023-24).

For CD before H/w PCC Cum 1 59.20 5 0.45 133.20

Below U/S Apron Sqm 1 59.20 2.05 0.30 36.41

Below D/S Apron Sqm 1 59.20 4.05 0.30 71.93

14 Providing casing embankment using semi-pervious / pervious soilfrom dump areas in layers of 250 to 300 mm (before compaction)including cost of all materials, machinery, labour, all other operationssuch 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 than95 percent or as stipulated using power roller and all other ancillaryoperations complete. (Item No.3.6 Page No.48 of WRD Volume IV Common SR for 2023-24). Providingcasingembankmentusingsemi-pervious/pervioussoilfromdumpareasinlayersof250to300mm(beforecompaction)includingcostofallmaterials,machinery,labour,allotheroperationssuchascollectionofsoil,spreadingsoilinlayerofspecifiedthickness,sortingout,breakingclods,levelling,sectioningedges/sides,watering,compactingeachlayertodensitycontrolofnotlessthan95percentorasstipulatedusingpower roller and all other ancillary operations complete.

U/S Right Flanks Cum 0 30.00 2.20 2.50 0.00

U/S Left Flanks Cum 0 30.00 2.20 2.50 0.00 2.2

15 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.300mm thick.(Item No.3.41.2 Page No.54 of PWD Volume-4 part-I Common SR for 2023-24).

U/S Revetment Sqm 0 30.00 2.50 0.00 #REF! #REF!

D/S Revetment Sqm 0 30.00 2.50 0.00

Section Officer Asst. Executive Engineer

M.I. & GWD Sub Division, Bidar

Executive Engineer

M.I. & GWD Division, Bidar

Improvements to barrage near Nelwad village in taluka Bhalki District Bidar(SC RESERVE)

Item No. EWE & Embankment Revetment Cement concrete & PCC in Cum Steel in tonne

Cum Sqm Cum Tonne

Tender period - 6 months

QTY. = Total qty. x 0.50

Executive Engineer

MI & GWD Division, Bidar

Improvements to barrage near Nelwad village in taluka Bhalki District Bidar(SC RESERVE)

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

Mile stone -I 4764120.95 4764.12

Mile stone -II 1279619.53 1279.62

Mile stone -III 0.00 0.00

Total APT 6043740.49

Fin.turnover = 12087480.97

Executive Engineer

MI & GWD Division, Bidar

1 Improvements to barrage near Nelwad village in taluka Bhalki District Bidar(SC RESERVE)

2 Indent No. MI/2025-26/AB/WORK_INDENT10358/CALL-2

3 Amount put to tender (APT) 6043740.49 90656.1073

5 Financial turnover

(1 times the estimated annual payment 6043740.49

APT/tender period)*9*2 12087480.97

6 Similar work (25% of the amount put to tender) 1510935.12

7 Period of completion (Tender period) 06 months

8 Material (should have executed in any 1 year 50% of peak Annual rate of construction

Earthwork excavation,embakment in cum. 1,176.46

Pitching work in Sqm 49.50

Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum 187.61

Steel in tonne 2.83

9 Liquid assest / credit facilities cash flow for 3 months in the peak(in Lakhs) 1813122.15

10 Schedule - B Enclosed

11 Bid documents /contract data Enclosed

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

13 Milestones -1 4764120.95

Milestones -2 1279619.53

Milestones -3 0.00

Total 6043740.49

Executive Engineer

MI & GWD Division, Bidar

Almaspur Draft Conditions for approval

1 Tenders from Joint ventures are not acceptable.

2 Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.

3 The Tenderer must be a furnished Scheduled caste/tribe certificate as per tender notification

4 It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPPP on or before the last date and time of bid submission.

5 The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidders end.

6 EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.

7 Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.

8 The transaction fee is non-refundable if you wish to participate.

9 The tenders are invited as per Standard tender Bid Document KW-3

10 All relevant documents as per KW-3 need to be uploaded while submitting bid in general documents provision in KPP Portal portal.

11 Conditional tender will not be considered.

12 Sub - leasing /G.P.A of work is prohibited.

13 The employer reserves the right to accept or reject any or all tenders without assigning any reason.

14 The increase if any in the GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the Authority.

15 The contractor has to furnish additional security deposit for unbalanced tenders in accordance with clause 25.5 of ITT & Clause 44 of the conditions of contract for all works, in addition to 5% performance performance security while executing the Agreement.

16 All materials like steel, cement etc., required for the above work should be procured by the contractor only at his own cost. And these materials will have to be got tested by the competent authority before put to use and certificate shall be submitted.

17 The necessary certificates / documents in support of eligibility criteria fulfilled as stipulated shall be scanned and attached duly attested to e-tender document. The original certificates/document shall be produced on or before stipulated date and time for verification. Scanned signature of bidder/authorized representative of the bidder shall be attached while up loading bid document.

18 During the execution of works, if any minor mineral are required, contractors have to abide by the Karnataka Minor Mineral Concession Rules 1994(as amended upto date). As per the previlling rules, for any use of minor Minerals, the contractor has to submit the Mineral Despatch permit obtained from Mines and Geology Department. If Mineral Despatch Permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty and DMF contribution as per Karnataka Minor Mineral Concession Rules 1994 (as amended from time to time) will be deducted from the contractors bill at the time of payment.

19 The Tenderer shall also disclose if there are any bankruptcy proceedings against him.

20 Uploaded Drawings are tender purpose only.

21 Name, address,telephone,email id and fax numbers of the contractor is to be provided.

22 Each item of BOQ to be read as with all lead and lifts and as per the directions of Engineer in charge.

23 A copy of GST registration certificate to be uploaded.

24 Latest copy of the Income Tax Clearance Certificate and Sale Tax Clearance PAN and TAN Nos to be uploaded.

25 The defective liability period is one year.

26 If any of the dates mentioned above happens to be a general holiday, the next working day holds good.

27 Incomplete tender documents will be rejected.

28 Corrigendum will be published in web site for all modifications/corrections if any.

29 The intending bidder are advised to visit the site of work before submission of the tenders.

30 If any of the Contractor who have been black listed as per Government order are not eligible to participate in this tender.

31 As per the Karnataka building and other construction workers welfare cess act 1996 1 % of the bill amount will be deducted from the bill.

32 Further information can be had from the office of the Executive Engineer, Minor Irrigation & Ground Water Development Division, Bidar during the office Hours.

33 The contractor should establish quality control laboratory equiped with all the equipments and the materials should be periodically tested and properly documented as per the direction of the Engineer-in-charge of the work.

34 The Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writing.

35 The contractors whose tenders are rescinded due to delay in executing work/ delayed the work beyond tender period are not eligible for tendering for this work. And will not be considered though they may be lowest.

36 The Work Done Certificates shall be issued by the Executive Engineer (if work done in Karnataka State), otherwise it shall be issued/counter signed by Superintending Engineer (if the work is done in other states)

37 The Contractor shall quote the rates without adding GST for either materials or works contract (Service). GST payable by the Contractor under this works contract will be paid to the contractor separately as per prevailing orders.

Technical conditions:

1 The Tenderer shall have valid class - I/II KPWD License upload registration certificate of original should be produced while opening the tender. Registration Registration Certificate

2 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. ( 2020-21, 2021-22,2022-23,2023-24 & 2024-25) achieved in at least one financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 60.44 lakhs. The weightage of 10% will be given per year to bring them to the price level of 2025-26. Financial Status Certificate issued by Chartered Accountant

3 Satisfactorily completed (at least 90% of contract value), as prime contractor, at least one similar work such as "Any construction work " value not less than Rs. 15.10 Lakhs. The weightage of 10% will be given per year to bring them to the price level of 2025-26. Past Experience Work Done Certificate

4 c) Executed in any one year, the following minimum quantities of work: 1)EWE (combined excavation and embankment): 1176.46 cum, 2) Pitching: 49.50 Sqm 3) Cement concrete: 187.61 Cum 4) Steel : 2.83 Tonne Past Experience Work Done Certificate showing quantity of the different item

5 Liquid assets and / or availability of credit facilities of not less than Rs. 18.13 Lakhs (Credit lines/letter of credit / certificates from banks for meeting the fund requirement. It should be in prescribed format appended in Bid document. Financial Status Line of credit as prescribed in section 3

6 Section 3, Qualification Information. Capabilities of Vendor Section -3 of Bid Document

7 The tenderer shall give details of works on hand (Present contract commitment) Document Relevant Document

8 All documents including details of EMD are to be mentioned in the technical bid only ( as per KPPP options) Document Relevant Document

9 All documents to be furnished are to be attested by the officer of not below the rank of Executive Engineer or by Notary. Documents Relevant Document

10 The Tenderer must be a furnished Scheduled caste/tribe certificate as per tender notification. Others The Tenderer must be a furnished Scheduled caste/tribe certificate as per tender notification.

All items are with all leads and lifts including loading and unloading as per the direction of the Engineer-in-charge of the work.

1 Contractor's Registration Certificate

2 Annual Turnover Certificate issued by the C.A

3 Work Done Certificate for executed quantity

4 Similar Nature Of work done Certificate issued not below the rank of E.E

5 Line Of Credit

6 Works on hand Present contract commitment

7 Section 3, Qualification Information.

8 Assess available tender capacity

9 Caste Certificate

10 Domicile certificate from Tahsildar should be uploaded