Loading
Loading…
Loading…
Tender Value
₹5.6 Cr
EMD Value
₹8.4 L
Closing Date
27 Apr 2026, 10:59 pmClosed
Minor Irrigation Department
Devaraj K Shiggavi
Construction of BCB Across Nala Between Honniganuru-Tallihal village in Ron Taluk,Gadag district
MI/2025-26/BB/WORK_INDENT11388
MI/2025-26/BB/WORK_INDENT11388
Open
Bridge cum Barrages
Two Tender Document System(Two Cover)
Minor Irrigation Division Dharwad
11 documents required · 11 mandatory
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
Executed in any one year the following minimum quantities of work (2021-22 to 2025-26) (Earthwork - 26273.40cum,Cement Concrete -3893 cum, , Reinforcement steel work -71.28 MT),Fabrication of steel/vertical gate-19.55MT,Stone Pitching-952 Sqm
Satisfactorily completed at least 90 Percent of the Contract value in last five years that is 2021-22 to 2025-26 as prime contractor at least one similar work such as Construction of Bridge cum Barrage/barrage/vented dam to an extent of 50% of the cost of the work Rs.281.00 Lakhs. Work Done Certificates shall be issued by the Executive Engineer
Assessed available tender capacity (AxNx1.5 - B) Where A- Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. Tender Inviting Authority N - Number of years prescribed for completion of the works for which Tenders are invited. B - Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the next 09/12 years (period of completion of the works for which Tenders are invited) Note- The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.
Section 3, Qualification Information. As per K/W-4
The tenderer shall be eligible KPWD Registered contractor
Liquid assets and /or availability of credit facilities of no less than Rs.319.00 Lakhs (Credit lines/ letter of credit/ certificates from banks) for meeting the fund requirement etc.
Each tenderer should further demonstrate: (a) availability by owning at least 50% of the required/specified key and critical equipment for this work and (b) the remaining 50% can be deployed on lease/hire basis for all works provided, the relevant documents (commitment agreements, etc.) for availability for this work are furnished.Sl.No Details of Machinery / Equipments Total Nos 1 Hydraulic Excavator 02 Nos (01 No owned and 01 Nos owned Hired Lease)2 Tippers Trucks 02 Nos (01 No owned and 01 Nos owned Hired Lease)3 Self Loading Concrete Mixer 02Nos (01 No owned and 01 No) 4Water tanker02 Nos (01 No owned and 01 Nos owned Hired Lease).
Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.1124.00 Lakhs. Financial turnover of previous years will be given a weightage of 10 percent per year to bring them to price level of FY 2026-27
₹5,000
₹8.4 L
18 Apr 2026
18 Apr 2026
28 Apr 2026
24 Apr 2026
21 Apr 2026
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 BCB ACROSS NALA BETWEEN HONNIGANUR-TALLIHAL VILLAGE IN RONA TALUKA GADAG DISTRICT.
Sl. No. SR item No. & vol. No. SR Page No. Description Unit Total Milestone- 1 (for 1 to 3 months) Milestone- 2 (for 3 to 6 months) Milestone-3 (for 6 to 9 months) Total amount
Qnty Rate 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 etc complete with all lead and lifts as directed by Engineer in Charge. Sqm 39000.00 9.4 366600.00 39000.00 366600.00 0 0.00 366600.00
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 other ancillary operations etc complete with all lead and lifts as directed by Engineer in Charge. Each 6250.00 25.50 159375.00 6250.00 159375.00 0.00 159375.00
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 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.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 22397.48 102 2284543 22397.48 2284542.82 0 0.00 2284543
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 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.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 1606.65 363 583215 1606.65 583213.95 0.00 583214
5 1.8 vol IV B 19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately).M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc complete with all lead and lifts as directed by Engineer in Charge. Cum 2570.84 6725.16 17289283 2570.84 17289283.43 0.00 17289283
6 2.1.3 vol 1 PWD 57 Providing and laying in position Reinforced cement concrete for all Super structures of building , 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 fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 1458.86 7272.72 10609866 758.86 5518976.30 700.00 5090904 0.00 10609880
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , 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 fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 420.21751 7407.4 3112719 220.22 1631257.63 200.00 1481480 0.00 3112738
8 1.14.1 vol 1 PWD 8 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.etc complete with all lead and lifts as directed by Engineer in Charge. MT 84.5416 79710 6738809 50.00 3985500.00 34.54 2753183 0.00 6738683
9 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Cum 353.3925 1278 451636 0.00 100.00 127,800.00 253.39 323832.42 451632
10 Providing and constructing dry size stone pitching using 200 to 250 mm 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 into joints, finishing and all other ancillary operations complete.300 mm thick etc complete with all lead and lifts as directed by Engineer in Charge. Sqm 1190.00 388 461720.00 0.00 200.00 77600 990.00 384120.00 461720.00
11 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.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 5700.00 225 1282500.00 0.00 5,700.00 1282500 0.00 1282500.00
12 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, olerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.etc complete with all lead and lifts as directed by Engineer in Charge. Rmt 134.80 2329 313949 0.00 134.80 313949 0.00 313949
13 Providing and fixing M.S. Channel frame to suite the size of gates The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer etc.., complete as directed by the Engineer in charge etc complete with all lead and lifts as directed by Engineer in Charge. MT 4.56 84000 382953 0.00 4.56 383040 0.00 383040.00
14 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per per specification.common SR Vol-4 Pg No.135 Item No.2.7 Rate 173rs/Kg MT 24.44 173000 4228812.00 0.00 24.44 4228120 0.00 4228120.00
15 Design, fabrication, supply, erection and commissioning of structural steel hoist supporting structure consisting of columns, cross beams, bracings, stiffeners, mono-rail with fixtures with all accessories for electrically operated monorail rope drum hoist for operating pump house intake vertical lift gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings.etc complete with all lead and lifts as directed by Engineer in Charge. Note: 1. Columns with bracings / anchors / stiffeners: 150 kg per metre height. Weight proposed above is for each intake vent 2. Mono rail beam with cross beams : 100 kg per metre length 3. Quantity of structural steel = 97.8 % of computed weight for 1 span MT 13.28287 136200 1809127 0.00 13.28 1809126.6 0.00 1809127
16 Design, fabrication, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting attachment, festoon cabling with all accessories for operating pump house stop-log gate includingcost of all materials ( excluding providing mono-rail hoist supporting structure and mono-rail with fixtures ), machinery, labour, cleaning, greasing and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Hoist capacity = 1.50 x weight of stop-gate MT 4.00 64400 257600.00 0.00 4.00 257600 0.00 257600.00
17 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations etc complete with all lead and lifts as directed by Engineer in Charge. Rmt 93.50 2525 236088 0.00 93.50 236088 0.00 236088
18 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion ncluding 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. etc complete with all lead and lifts as directed by Engineer in Charge. Rmt 173.83 337 58580 173.83 58581 58581
Total bcb 50627373
Approach Road 0.00 0 0.00 0.00
1 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment constructionetc complete with all lead and lifts as directed by Engineer in Charge. Cum 237.90 105 24980 237.90 24980 0.00 24980
2 Providing hearting / casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm ( before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations etc complete with all lead and lifts as directed by Engineer in Charge. Cum 3006.75 612 1840131.00 3,006.75 1840131 0.00 1840131.00
3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Crushable type such as Moorum or Gravel.etc complete with all lead and lifts as directed by Engineer in Charge. Cum 116.03 2523 292731.08 116.03 292731 0.00 292731
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 all kinds of soils Depth upto 3 m. Cum 25.50 102 2601.00 25.50 2601 0.00 2601.00
5 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. Cum 8.57 6067 51964 8.57 51964 0.00 51964
6 Providing and laying in position Reinforced cement concrete for all Sub structures of building , 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 fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 25.50 6336 161568.00 25.50 161568 161568.00
7 Providing and laying in position Reinforced cement concrete for all Super structures of building , 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 fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 365.27 6336 2314325 100.00 633600 265.27 1680750.72 2314351
8 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. Rmt 20.00 1906 38120.00 0.00 0 20.00 38120.00 38120.00
9 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. MT 3.41 79710 272074 0.00 0 3.41 271811.10 271811
10 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Cum 109.49 1278 139922 50.00 63900 59.49 76028.22 139928
Total Approach road 5138415.78 0.00
Store Room 0.00 0.00
1 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 51.53 102 5256 51.53 5256.06 5256
2 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as per specifications. cum 2.73 2682 7322 2.73 7321.86 7322
3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates sqm 5.84 6404 37399 5.84 37399.36 37399
4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 4.57 6336 28956 4.57 28955.52 28956
5 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 51.11 433 22131 51.11 22130.63 22131
6 Providing and laying in position Cement Concrete for all Super structures of building , 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 fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical pecifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates cum 6.07 6843 41537 6.07 41537.01 41537
7 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings MT 1.15 89457 102876 1.15 102875.55 102876
8 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than nd minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. sqm 53.95 1231 66412 53.95 66412.45 66412
9 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. sqm 23.20 241 5591 23.20 5591.20 5591
10 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 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 specifications and as per directions of Engineer-in-charge. sqm 159.03 279 44369 159.03 44369.37 44369
11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. sqm 42.69 57 2433 42.69 2433.33 2433
12 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly broomi ng 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 specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) sqm 160.03 158 25285 160.03 25284.74 25285
13 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. sqm 14.78 139 2054 14.78 2054.42 2054
14 Supplying and fixing 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 shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing 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 charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. sqm 6.31 2633 16614 6.31 16614.23 16614
15 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KG 13.50 148 1998.00 13.50 1998.00 1998.00
Total Store Room 410233.73
Section Officer Asst. Executive Engineer
MI & GWD Sub Division, Dharwad
Name of Work:CONSTRUCTION OF BCB ACROSS NALA BETWEEN HONNIGANUR-TALLIHAL VILLAGE IN RONA TALUKA GADAG DISTRICT.
Item No. #REF! #REF! #REF! Steel in tonne
1 #REF! #REF! #REF! #REF!
Total qty. #REF! #REF! #REF! #REF!
QTY.80% #REF! #REF! #REF! #REF!
Cum Sqm Cum Tonne
Tender period - 9 months
QTY. = Total qty. x 0.80
Executive Engineer
MI & GWD Division, Bidar
Name of Work:CONSTRUCTION OF BCB ACROSS NALA BETWEEN HONNIGANUR-TALLIHAL VILLAGE IN RONA TALUKA GADAG DISTRICT.
1st month 2nd month 3rd month 4th month 5th month 6th month
Mile stone -II #REF! #REF!
Mile stone -III #REF! #REF! Liquid Assest =(APTx3)/period= = #REF!
Total APT #REF! #REF!
Fin.turnover = #REF!
Executive Engineer
MI & GWD Division, Bidar
1 Name of Work:CONSTRUCTION OF BCB ACROSS NALA BETWEEN HONNIGANUR-TALLIHAL VILLAGE IN RONA TALUKA GADAG DISTRICT.
2 Indent No. MI/2025-26/MT/WORK_INDENT8100
3 Amount put to tender (APT) #REF! #REF!
4 EMD @1.50% #REF!
5 Financial turnover
(2 times the estimated annual payment #REF!
APT/tender period)*9*2 #REF!
6 Similar work (50% of the amount put to tender) #REF!
7 Period of completion (Tender period) 09 months
8 Material (should have executed in any 1 year 80% of peak Annual rate of construction
Earthwork excavation,embakment in cum. #REF!
Pitching work in Sqm #REF!
Cement concrete M25-20mm d/s & PCC M10-40mm d/s in Cum #REF!
Steel in tonne #REF!
9 Liquid assest / credit facilities cash flow for 3 months in the peak(in Lakhs) #REF!
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 140984035.16
Milestones -2 #REF!
Milestones -3 #REF!
Executive Engineer
MI & GWD Division, Bidar
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
Technical sanction proceedings.pdf
Others - Proceedings • 1.12 MB
BCB GO.pdf
Others - Grant GO • 0.96 MB
Tallihalla KW4 DTS_11388.docx
Tender Document • 1.29 MB
loc format.pdf
Others - LOC format • 0.35 MB
Mile stone BCB Tallihala.xlsx
Others - Milestone • 0.86 MB
Tech sanction.pdf
Others - Technical sanction • 0.50 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .