CONSTRUCTION OF CD ACROSS LOCAL NALA NEAR VILLAGE WARWATTI K IN TALUK HUMNABAD AND DISTRICT BIDAR RESERVED FOR SC CATEGORY

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

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

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 1400.00 9.87 13818.00 1400.00 13818.00 0 0.00 1400.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 13818.00 0.00

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 50.00 26.78 1339.00 50.00 1339.00 0 0.00 50.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 1339.00 0.00

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 1600.31 107.1 171393.20 1600.31 171393.20 0 0.00 1600.31 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 171393.20 0.00

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 177.81 381.15 67772.28 177.81 67772.28 0 0.00 177.81 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 67772.28 0.00

5 1.8 vol IV B 19 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). Cum 61.64 6213.90 383024.80 0.00 61.64 383025 0.00 61.64 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 383024.80 0.00

6 2.1.3 vol 1 PWD 57 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The Granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per 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. Cum 178.19 6777.07 1207606.10 0.00 142.55 966085 35.64 241521.22 178.19 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 1207606.10 0.00

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 per specification 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). mtr 140.00 5629.05 788067.00 0.00 0 140.00 788067.00 140.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 788067.00 0.00

8 1.14.1 vol 1 PWD 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). mtr 140.00 662.55 92757.00 0.00 0 0.00 0.00 140.00 92757.00 0.00 0 140.00 0.00 0.00 0.00 0.00 92757.00 0.00

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). Cum 502.54 6655.95 3344881.11 0.00 0 251.27 1672440.56 251.27 251.27 1672440.56 0.00 0.00 251.27 0.00 0.00 0.00 0.00 3344881.11 0.00

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). Cum 229.45 602.7 138289.52 0.00 0 0.00 0.00 0.00 229.45 138289.52 0 229.45 0.00 0.00 0.00 0.00 138289.52 0.00

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 appurtenances required 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). Cum 108.77 6817.86 741578.63 0.00 0 0.00 0.00 0.00 0.00 108.77 741579 108.77 0.00 0.00 0.00 0.00 741578.63 0.00

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). tonne 9.93 80145.45 795844.32 0.00 4.97 397922 3.97 318337.73 8.94 0.00 0.99 79584.43 0 0.99 0.00 0.00 0.00 0.00 795844.32 0.00

13 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.1.8 Page No.130 of MI SR Volume IV part-II for the year 2023-24). Cum 241.54 1341.9 324122.53 0.00 193.23 259298 48.31 64824.51 241.54 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 324122.53 0.00

14 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. (Item No.3.6 Page No.48 of WRD Volume IV Common SR for 2023-24). Cum 0.00 236.25 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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). Sqm 0.00 477.75 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Rs 8070493.49

Sl No Itemes Total Qty 50% of Qty

1 1) Earth excation & Embankment EWE & Embankment Cum 2007.57 2007.57 1003.79

2 2) Ptching Revetment Sqm 0.00 0.00 0.00

3 3) Concrete Cement concrete & PCC in Cum cum 851.14 851.14 425.57

4 4) Steel Steel tonne 9.93 9.93 4.97

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 areas as 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 for all works in foundation. The Granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per 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 per specification 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 appurtenances required 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 / below apron including cost of all materials, labour, hand packing, finishing top surface 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 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. (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

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

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

Cum Sqm Cum m Tonne

Tender period - 6 months

QTY. = Total qty. x 0.80

Executive Engineer

MI & GWD Division, Bidar

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

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

Mile stone -I 5345843.35 5345.84

Mile stone -II 2724650.14 2724.65

Mile stone -III 0.00 0.00 Liquid Assest =(APTx3)/period= = 4035246.74

Total APT 8070493.49 40.35

Fin.turnover = 16140986.97

Executive Engineer

MI & GWD Division, Bidar

2 Indent No. MI/2025-26/BR/WORK_INDENT9252

3 Amount put to tender (APT) 8070493.49 121057.4023

5 Financial turnover

(2 times the estimated annual payment 16140986.97

APT/tender period)*9*2 16140986.97

6 Similar work (50% of the amount put to tender) 4035246.74

7 Period of completion (Tender period) 06 months

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

Earthwork excavation,embakment in cum. 1,606.06

Pitching work in Sqm 0.00

Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum 680.91

Steel in tonne 7.94

9 Liquid assest / credit facilities cash flow for 3 months in the peak(in Lakhs) 40.35

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 5345843.35

Milestones -2 2724650.14

Milestones -3 0.00

Total 8070493.49

Executive Engineer

MI & GWD Division, Bidar