Loading
Loading…
Loading…
| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.3 Craccepted-aoc | ₹3.3 Cr | accepted-aoc |
Tender Value
₹3.2 Cr
EMD Value
₹4.8 L
Closing Date
29 Apr 2026, 11:00 pmClosed
Minor Irrigation Department
EXECUTIVE ENGINEER
CONSTRUCTION OF PICK UP ACROSS HALLA FOR THE AUGMENTATION OF COMMAND AREA NEAR HOSAHALLI VILLAGE COMING UNDER KABINI RIGHT BANK CANAL IN NANJANGUDU TALUK
MI/2026-27/AB/WORK_INDENT11657
MI/2026-27/AB/WORK_INDENT11657
Open
Construction of Anicuts - Barrages
Two Tender Document System(Two Cover)
Minor Irrigation Division Mysore
8 documents required · 8 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
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
Executed in any one year, the following minimum quantities of work - Earthwork excavation, Embankment and De-silting (Combined Quantity) 11303.00 Cum - Cement Concrete both PCC and RCC 2460.00 Cum - Reinforcement of Steel 40.404 Tonne - tone Pitching / Revetment 2627.00 Sqm
b)Satisfactorily completed ( at least 90% of the contract value), as prime contractor, at least one similar work such as CONSTRUCTION OF CHECK DAM / BRIDGE CUM BARRAGE OF VALUE NOT LESS THAN RS 158.66 LAKHS (usually not less than 50% estimated value of contract)
Liquid assets and /or availability of credit facilities of not less than Rs 95.82 Lakhs(Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.)
3.2To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2021-22, 2022-23, 2023-24, 2024-25 and 2025-26(a) Achieved in at least two financial years a minimum financial turnover (i,e from 2021-22 to 2025-26) (in all classes of civil engineering construction works only) of Rs 634.65 Lakhs (Attach certificates from chartered accountant ALONG WITH UDIN NUMBER)
Each Tenderer should further demonstrate(a)Availability by owning at least 50percent of the required specified key and critical equipment for this work and the remaining 50 percent can be deployed on lease hire basis for all works provided, the relevant documents Commitment agreements, RC book, Purchase invoice, sale deed, hire/lease deed , latest B-extracts, latest insurance copy etc) for availability for this work are furnished Hydraulic Excavator-2Nos(1 own,1 Lease or hire), Lorry / Tipper2Nos(1 own,1 Lease or hire), Transit Cement Concrete Mixer-2Nos(1 own,1 Lease or hire), Pin Vibrator-3 Nos(3 Lease or hire)
₹5,000
₹4.8 L
29 Apr 2026
15 Apr 2026
2 May 2026
28 Apr 2026
28 Apr 2026
TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART
PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ZÁªÀÄgÁd£ÀUÀgÀ f¯Éè UÀÄAqÀÄè¥ÉÃmÉ vÁ®ÆèPÀÄ aPÀÌ£À¥ÀÄgÀ ªÀÄvÀÄÛ PÀUÀμÀ UÁæªÀÄUÀ¼À ºÀwÛgÀ ZÉPïqÁåA¤ªÀiÁðt PÁªÀÄUÁj.
Total Duration - 11 Months (Including Monsoon) Indent no : MI/2024-25/AB/WORK_INDENT4083 APT Rs 159,87,272.47
Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)
1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total
PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL
1 Code No 1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 Sqm 451.5 451.5 0 0 0 0 0 0 0 0 0 0
2 Code No 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 other ancillary operations complete. Each 1120 1120 0 0 0 0 0 0 0 0 0 0
3 Code No 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. Cum 1161.78 91.78 190 195 220 150 150 85 25 25 30 0
4 Code No 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 - Depth exceeding 1.5 m, but not exceeding 3 m Cum 281.14 81.14 55 55 32 20 15 10 13 0 0 0
5 Code No 5 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 190.95 0 30 30 35 30 35 10 10 5 5.95 0
6 Code No 6 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 0.999 6067 58.29 50 0 0 0 0 0 0 0 0
7 Code No 7 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification. Cum 0.999 6955 235 170 130 100 170 190 175 180 200 100 25.18
8 Code No 8 Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures. Tonne 0.9999 79011 0.999 3.24 3.5 2.7 2 0.5 0.5 0.000 0 0 0
9 Code No 9 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification. Cum 672.42 36.42 42 45 60 80 100 110 120 79 0 0
10 Code No 10 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification. Cum 7515 7350 0 0 0 0 0 0 0 0 0 165
11 Code No 11 Providing casing embankment using approved semi-pervious soil from soil 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. Cum 0.999 454 0 0 0 0 0 0 0 0 0 650 385.6
12 Code No 12 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 Sqm 235 0 0 0 0 0 0 0 0 0 62 173
13 Code No 13 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts. Sqm 462 0 0 0 0 0 0 0 0 0 130 332
14 Code No 14 Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 12 0 0 0 0 0 0 0 0 0 0 12
15 Code No 15 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 93.6 0 0 0 0 0 0 0 0 0 0 93.6
16 Code No 16 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter 7600 0 0 0 0 0 0 0 0 0 0 7600
Milestone 1st Milestone 2st Milestone 3st Milestone 4th Milestone
Cumulative Milstone
APT Milestones and liquidity damages
MILESTONES AMOUNT Liquidity damage
Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 8715
Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1573
Reinforcement of Steel Tonne 14.9
EMD mini In Rs 240000
Annual turn over - In Lakhs 319.75
Line of credit In Lakhs 48
Similar nature of work - In Lakhs 79.95
qty calcuaton tender time
year / 12 30 % line of credit to APT DIFF
TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART
Name of work : Construction of pick up across halla for the augmentation of command area near Hosahalli village coming under Kabini right bank canal in Nanjangudu taluk
Total Duration - 11 Months (Including Monsoon) Indent no : MI/2026-27/AB/WORK_INDENT11657 APT Rs 03,17,32,361.63 Est Cost Rs 400.00 Lakhs KW 4
Sl. No. Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)
1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total
PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer - In area of light jungle complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 105 105
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 other ancillary operations complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 860 860
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.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2396.44 450 350 250 270 350 310 250 150
4 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.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 94.12 10 8 9 10 11 12 10 14
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 with all lead and lifts and as per the directions of Engineer in charge of the work Cum 5989 30 35 50 60 65 50 20.52
6 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6843 310 290 275 250 180 200 180 350 250 340 139.43
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 All Other Type of Structurecomplete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 50.505 20 2 3 6 9 3 5 2.505
8 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 572.38 35 60 90 150 170 20 25 10 12.38
9 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6610.5 3850 2760.5
10 Compacting original ground supporting embankment - 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 construction.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 141 60 81
11 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 5121 380 350 390 450 470 560 650 750 950 171
12 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. Mechanical means - Grading-I (63 mm to 45 mm) Using Screening Type A (13.2mm agg) complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 211.5 90 90 31.5
13 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. Mechanical means - Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 211.5 90 90 31.5
14 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 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 and all other ancillary operations complete.450 mm thick complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 43.33 43.33
15 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 3240 750 850 550 450 350 290
16 Providing and fixing M.S. Channel frame to suite the suitable 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 & all necessary works as directed and complete as per specification complete with all lead and lifts and as per the directions of Engineer in charge of the work kg 523.16 523.16
17 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 specification complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 745.86 180 205.86 80 60 220
18 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specificationscomplete with all lead and lifts and as per the directions of Engineer in charge of the work M 250.2 15 30 30 30 30 35 25 35 10
Milestone 1st Milestone 2st Milestone 3st Milestone
Cumulative Milstone
APT Milestones and liquidity damages
MILESTONES AMOUNT Liquidity damage
Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earth Work Excavation, DeSilting and Embankment (Combined Quantity) Cum 11303.00 Cum
Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 2460.00 Cum
Reinforcement of Steel Tonne 40.404 Tonne
Stone Pitching / Revetment Sqm 2627.00 Sqm
EMD mini In Rs 476000
Annual turn over - In Lakhs 634.65
Line of credit In Lakhs 95.82
Similar nature of work - In Lakhs 158.66
STAR RATES STATEMENT
PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ºÀÄt¸ÀÆgÀÄ vÁ®ÆèPÀÄ PÉƼÀUÀlÖ ¸À«ÄÃ¥ÀzÀ ºÀ¼ÀîPÉÌ ZÉPïqÁåA ºÁUÀÆ vÀqÉUÉÆÃqÉ ¤«Äð¸ÀĪÀ PÁªÀÄUÁj
Total Duration - 11 Months (Including Monsoon)
Sl. No. Activity Unit Quantity Rate Amount ( in Rs) AS PER DATA RATES
Qty Rate Amount Qty Rate Amount
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer - In area of light jungle complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 105.00 393.00 41265.00 Star rate not applicable
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 other ancillary operations complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 860.00 25.50 21930.00 Star rate not applicable
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.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2396.44 102.00 244436.88 Star rate not applicable
4 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.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 94.12 1278.00 120285.36 Star rate not applicable
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 with all lead and lifts and as per the directions of Engineer in charge of the work Cum 310.52 5989.00 1859704.28 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
6 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2764.43 6843.00 18916994.49 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
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 All Other Type of Structurecomplete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 50.505 80019.00 4041359.60 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
8 Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 572.38 257.00 147101.66 Star rate not applicable
9 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 6610.50 54.00 356967.00 Star rate not applicable
10 Compacting original ground supporting embankment - 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 construction.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 141.00 105.00 14805.00 Star rate not applicable
11 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 5121.00 454.00 2324934.00 Star rate not applicable
12 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. Mechanical means - Grading-I (63 mm to 45 mm) Using Screening Type A (13.2mm agg) complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 211.50 2353.00 497659.50 Star rate not applicable
13 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. Mechanical means - Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 211.50 2406.00 508869.00 Star rate not applicable
14 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 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 and all other ancillary operations complete.450 mm thick complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 43.33 1088.00 47143.04 Star rate not applicable
15 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 3240.00 735.00 2381400.00 Star rate not applicable
16 Providing and fixing M.S. Channel frame to suite the suitable 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 & all necessary works as directed and complete as per specification complete with all lead and lifts and as per the directions of Engineer in charge of the work kg 523.16 84.00 43945.44 Star rate not applicable
17 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 specification complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 745.86 173.00 129033.78 Star rate not applicable
18 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specificationscomplete with all lead and lifts and as per the directions of Engineer in charge of the work M 250.20 138.00 34527.60 Star rate not applicable
Grand Total 31732361.63 0.00 0.00
Executive Engineer,
M.I. & GWD Division, Mysore
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
HOSAHALLI CKD PERT CHART 11 MONTHS.xls
Others - BAR / PERT CHART • 0.10 MB
STAR RATES GOVERNMEMNT ORDER.pdf
Others - STAR RATES GOVERNMEMNT ORDER • 2.18 MB
GOVT NOTI LOC LETTER BY BANK.pdf
Others - GOVT NOTI LOC LETTER BY BANK • 1.72 MB
MINERAL DISPATCH PERMIT.zip
Others - MINERAL DISPATCH PERMIT • 6.49 MB
ROYALTY LATEST.pdf
Others - ROYALTY LATEST • 0.36 MB
HOSAHALLI CKD DRAWINGS.docx
Others - DRAWINGS • 0.24 MB
GO AND CIRCULARS RESTRICTION OF BIDDERS.pdf
Others - GO AND CIRCULARS RESTRICTION OF BIDDERS • 6.34 MB
HOSAHALLI CKD AND PRO WAL BID DOC CORR VM26.doc
Tender Document • 4.13 MB
GO AND TECHNICAL SANCTION.pdf
Others - GO AND TECHNICAL SANCTION • 4.11 MB
HOSAHALLI CKD STAR RATES.xlsx
Others - STAR RATES STATEMENT • 0.02 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 .