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Tender ID
Tender Value
₹1.2 Cr
EMD Value
₹20 L
Closing Date
17 Feb 2026, 11:00 pmClosed
Minor Irrigation Department
EXECUTIVE ENGINEER
IMPROVEMENTS TO TANK AND WASTE WEIR FOR SCHEDULED CASTE BENEFICIARIES FROM THE WATER FLOWING FROM THE KALINGANA TANK BACK WATER IN KADANAHALLI VILLAGE, MYSURU TALUK, MYSURU DISTRICT
MI/2025-26/OW/WORK_INDENT10743
MI/2025-26/OW/WORK_INDENT10743
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Other Works
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 - Earth Work Excavation, De-Silting and Embankment (Combined Quantity) 3908.00 Cum - Cement Concrete both PCC and RCC 978.00 Cum - Reinforcement of Steel 17.872 Tonne - Stone Pitching / Revetment 132.00 Sqm
b)Satisfactorily completed ( at least 90% of the contract value), as prime contractor, at least one similar work such as CONSTRUCTION / IMPROVEMENTS TO TANKS OF VALUE NOT LESS THAN RS 60.31 LAKHS (usually not less than 50% estimated value of contract)
Liquid assets and /or availability of credit facilities of not less than Rs 36.65 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., 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25(a) Achieved in at least two financial years a minimum financial turnover (i,e from 2020-21 to 2024-25) (in all classes of civil engineering construction works only) of Rs 241.23 Lakhs (Attach certificates from chartered accountant ALONG WITH UDIN NUMBER)
₹3,020
₹20 L
6 Feb 2026
6 Feb 2026
19 Feb 2026
16 Feb 2026
16 Feb 2026
STAR RATES STATEMENT
PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ªÉÄʸÀÆgÀÄ vÁ®ÆèPÀÄ PÁqÀ£ÀºÀ½î UÁæªÀÄzÀ PÁ½AUÀ£ÀPÉgÉ »¤ßÃj¤AzÀ ºÀjAiÀÄĪÀ ¤ÃjUÉ ¥Àj²µÀÖ eÁw ¥sÀ¯Á£ÀĨsÀ«UÀ¼À ¸ÀAgÀPÀëuÉUÁV PÉgÉ ªÀÄvÀÄÛ PÉÆÃr C©üªÀÈ¢Ý 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 led and lifts and as per the directions of Engineer in charge of the work 100 Sqm 34.80 393.00 13676.40 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 led and lifts and as per the directions of Engineer in charge of the work Each 710.00 25.50 18105.00 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 led and lifts and as per the directions of Engineer in charge of the work Cum 978.33 102.00 99789.66 Star rate not applicable
4 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 led and lifts and as per the directions of Engineer in charge of the work Cum 136.50 5989.00 817498.50 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
5 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 led and lifts and as per the directions of Engineer in charge of the work Cum 1086.00 6843.00 7431498.00 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
6 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 Structure complete with all led and lifts and as per the directions of Engineer in charge of the work Tonne 22.34 69749.00 1558192.66 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )
7 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 complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 150.00 388.00 58200.00 Star rate not applicable
8 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 perspecification complete with all led and lifts and as per the directions of Engineer in charge of the work Cum 1382.40 54.00 74649.60 Star rate not applicable
9 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 led and lifts and as per the directions of Engineer in charge of the work Cum 576.00 105.00 60480.00 Star rate not applicable
10 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 led and lifts and as per the directions of Engineer in charge of the work Cum 1511.63 454.00 686280.02 Star rate not applicable
11 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 led and lifts and as per the directions of Engineer in charge of the work Cum 253.13 2353.00 595614.89 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-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) complete with all led and lifts and as per the directions of Engineer in charge of the work Cum 253.13 2406.00 609030.78 Star rate not applicable
13 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification complete with all led and lifts and as per the directions of Engineer in charge of the work Cum 13.88 1278.00 17738.64 Star rate not applicable
14 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 led and lifts and as per the directions of Engineer in charge of the work Cum 12.00 257.00 3084.00 Star rate not applicable
15 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all led and lifts and as per the directions of Engineer in charge of the work Each 14.00 733.00 10262.00 Star rate not applicable
16 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 11.76 138.00 1622.88 Star rate not applicable
17 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 including handpacking, wedging, finishing & all necessary works as directed and complete as per specification complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 14.40 372.00 5356.80 Star rate not applicable
Grand Total 12061079.83 0.00 0.00
Executive Engineer,
M.I. & GWD Division, Mysore
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
PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ªÉÄʸÀÆgÀÄ vÁ®ÆèPÀÄ PÁqÀ£ÀºÀ½î UÁæªÀÄzÀ PÁ½AUÀ£ÀPÉgÉ »¤ßÃj¤AzÀ ºÀjAiÀÄĪÀ ¤ÃjUÉ ¥Àj²µÀÖ eÁw ¥sÀ¯Á£ÀĨsÀ«UÀ¼À ¸ÀAgÀPÀëuÉUÁV PÉgÉ ªÀÄvÀÄÛ PÉÆÃr C©üªÀÈ¢Ý PÁªÀÄUÁj
Total Duration - 11 Months (Including Monsoon) Indent no : MI/2025-26/OW/WORK_INDENT10674 APT Rs 01,20,61,078.81 KW 4
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 Vol-3, SR2023-24, Pg No. 9, It No2.5iia 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 led and lifts and as per the directions of Engineer in charge of the work 100 Sqm 393
2 Vol-4, SR 2023-24,Page No.101, Item No8.2.1 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 led and lifts and as per the directions of Engineer in charge of the work Each 710 710
3 Vol-1,SR2023-24,Pg No.8, Item No.1.14.1 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 complete with all led and lifts and as per the directions of Engineer in charge of the work Cum 102 170 180 100 120 100 150 100 58.33
4 Vol-4, Part-I SR- 2023-24,Pg No. 39, It No:2.13 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 led and lifts and as per the directions of Engineer in charge of the work Cum 136.5 50 15 10 15 12 15 8 10 1.5
5 Vol-4, SR- 2023-24, Pg No.130 ,It No:1.12 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 led and lifts and as per the directions of Engineer in charge of the work Cum 1086 50 140 110 90 95 100 90 140 150 121
6 Vol-1, SR- 2023-24,Pg No18,It No2.11-h 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 Structure complete with all led and lifts and as per the directions of Engineer in charge of the work Tonne 22.34 8 2 1 1.5 1 1 1.5 2.5 3.84
7 Vol-4,SR- 2023-24,Pg No. 54, ItNo3.44.1 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 complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 150 50 100
8 Vol-4, SR- 2023-24,Pg No. 140,ItNo3.12 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 perspecification complete with all led and lifts and as per the directions of Engineer in charge of the work Cum 1382.4 530 852.4
9 Volume -3, SR- 2023-24,Page No. 17,Item No3.7 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 led and lifts and as per the directions of Engineer in charge of the work Cum 576 150 200 226
10 Vol-4,SR- 2023-24,Pg No. 139 ,Item No3.7 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 led and lifts and as per the directions of Engineer in charge of the work Cum 1511.63 250 150 100 150 100 150 150 100 111.63 250
11 Vol-3, SR2023-24,Pg No. 26, ItNo4.14B b 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 led and lifts and as per the directions of Engineer in charge of the work Cum 253.13 50 103.13 50 50
12 Vol -3, SR- 2023-24,Pg No. 26,It No4.14-iib 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 led and lifts and as per the directions of Engineer in charge of the work Cum 253.13 73.13 60 50 20 50
13 Vol-4, SR- 2023-24,Pg No. 130,Item No 1.8 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 led and lifts and as per the directions of Engineer in charge of the work Cum 13.88 1 1.5 1.6 1.65 1.67 1.7 1.8 1.9 1.06
14 Vol-3, SR- 2023-24,Pg No. 129,It No 1.2 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 led and lifts and as per the directions of Engineer in charge of the work Cum 12 1 1.5 1.6 1.65 1.67 1.7 1.8 1.08
15 Vol-3, SR- 2023-24,Pg No. 67,It No8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all led and lifts and as per the directions of Engineer in charge of the work Each 14 14
16 Vol-2, SR- 2023-24,Pg No. 49,It No8.44 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 11.76 11.76
17 Vol-3, SR- 2023-24, Pg No. 139, I No 3.2 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 including handpacking, wedging, finishing & all necessary works as directed and complete as per specification complete with all led and lifts and as per the directions of Engineer in charge of the work Sqm 14.4 14.4
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, De-Silting and Embankment (Combined Quantity) Cum 3098.00 Cum
Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 978.00 Cum
Reinforcement of Steel Tonne 17.872 Tonne
Stone Pitching / Revetment Sqm 132.00 Sqm
EMD mini In Rs 200000
Annual turn over - In Lakhs 241.23
Line of credit In Lakhs 36.65
Similar nature of work - In Lakhs 60.31
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