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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.4 Laccepted-aoc | accepted-aoc |
Tender Value
₹2.6 L
EMD Value
₹3,262
Closing Date
18 Mar 2026, 4:50 pmClosed
Directorate of Municipal Administration
vinaykumar gowda
PROVING REPAIR OF ROPLANT IN SANDUR LAXMIPUR AND DHARMAPUR VILLAGE PRESENT IN TMC SANDUR LIMITS
DMA/2025-26/OW/WORK_INDENT55875
DMA/2025-26/OW/WORK_INDENT55875
Reserved
Other Works
Two Tender Document System(Two Cover)
DMA Town Municipal Council Sanduru
5 documents required · 5 mandatory
To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2020-21 to 2024-25 mandating satisfactory completion as a prime contractor for at least Any construction work to an extent of Rs 0.65 Lakhs
KPWD Registration certificate
Caste Certificate issued by Thashildar with RD no. (ST RESERVED CATEGORY)
To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2020-21 to 2024-25 achieved in at least one financial years a minimum financial turnover with UDIN NO (in all classes of civil engineering construction works only) of Rs3.08 Lakhs WITH UDIN NO WITH CA CERTIFIED
Liquid assets and or availability of credit facilities of not less than Rs. 0.78 Lakhs in the form of Credit lines or Letters of Credit or Certificates from Banks for meeting the fund requirement Conditional bankers certificate Not Acceptable
₹500
₹3,262
10 Oct 2026
10 Mar 2026
20 Mar 2026
17 Mar 2026
GOVERNMENT OF KARNATAKA
TOWN MUNICIPAL COUNCIL sanduR -583119
¥ÀÄgÀ¸À¨sÉ ¸ÀAqÀÆgÀÄ
Head of account.: SFC CCA 2024-25
Name of work: ¸ÀAqÀÆgÀÄ ¥ÀÄgÀ¸À¨sÉ ªÁå¦ÛAiÀÄ ªÁqïð ¸ÀASÉå 14gÀ agÀAfë ªÀÄ£É »A¨sÁUÀzÀ°è ¹.¹ gÀ¸ÉÛ ªÀÄvÀÄÛ ZÀgÀAr ¤ªÀiÁðt PÁªÀÄUÁj.
ESTIMATED COST: 10.00 LAKHS
CHIEF OFFICER TOWN MUNICIPAL COUNCIL, SANDUR,
CHIEF OFFICER TOWN MUNICIPAL COUNCIL, SANDUR,
CHIEF OFFICER TOWN MUNICIPAL COUNCIL, SANDUR,
GENERAL ABSTRACT
Sl. No. Type of Work Amount in Rs.
1 ¸ÀAqÀÆgÀÄ ¥ÀÄgÀ¸À¨sÉ ªÁå¦ÛAiÀÄ ªÁqïð ¸ÀASÉå 14gÀ agÀAfë ªÀÄ£É »A¨sÁUÀzÀ°è ¹.¹ gÀ¸ÉÛ ªÀÄvÀÄÛ ZÀgÀAr ¤ªÀiÁðt PÁªÀÄUÁj. #REF!
2 Add 18% GST charges: 29729.91
3 Miscileneous and rounding off Miscileneous and rounding off 2103.93
Grand Total in Rs: #REF!
Section Officer Chief Officer
Town Municipal Council Sandur Town Municipal Council Sandur
Detailed Estimate
DETAILED ESTIMATE
drain at ward 16 near vinay gharpade and ward 12 near masudi sir house
Head of account sfc cca 2025-26 Estimated cost: 0.00 Lakhs
SI No Description Unit. No Length L Breadth B Depth D Quantity Rate in Rs. Amount in Rs.
1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.
Basic rate as per PWD Common DSR 2023-24 : 2426.00
Area Specific Loading Major Mining area Add 5% : 121.30
1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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 required to complete the work..In all kinds of soils Depth upto 1.5 m (Vol-1 Page no: 5 item no:1.4.1)
culvert opening gate 1 4.00 1.00 0.90 3.60
Basic rate as per PWD Common DSR 2023-24 : 242.00
Area Specific Loading Major Mining area Add 5% : 12.10
2 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1 Page no: 15 item no:2.1.2)
Drain Bed Cum 1 5.00 0.80 0.10 0.40
Basic rate as per PWD Common DSR 2023-24 : 5664.00
Area Specific Loading Major Mining area Add 5% : 283.20
3 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 rawing and technical specification. (Vol-1 Page no: 18 item no:2.11.h)
AS PER ESTIMATE STEEL QTY FOR BOTH SIDE OF DRAIN
Total length of Drain
Inner size No Side Length
8mm dia 200 mm c/c 10 32 1 320
10 mm dia (0.39 kg per mt) 0.62 Total: 405 251 251.00
8mm dia (0.39 kg per mt) 0.39 Total: 320 125 125.00
Total: T 376.00
Basic rate as per PWD Common DSR 2023-24 : 79011.00
Area Specific Loading Major Mining area Add 5% : 3950.55
4 Form Work 35% of concrete rate (VOL-I, P-115, SL NO-2)
Basic rate as per PWD Common DSR 2023-24 : 2213.05
Area Specific Loading Major Mining area Add 5% : 110.65
5 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. vol 2 pg no 177 item no 17.14
Drain Covering Slab m2 1 68.00 0.9 61.200
Basic rate as per PWD Common DSR 2023-24 : 1170.00
Area Specific Loading Major Mining area Add 5% : 58.50
6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation 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 paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 Page no:16 item no:2.4.2)
Drain Raft Cum 1 5.00 1.00 0.100 0.50
Drain Side walls 1 5.00 0.150 0.60 0.45
Drain Side walls 1 3.00 0.150 0.60 0.27
Drain Side walls 1 4.00 0.150 0.60 0.36
Basic rate as per PWD Common DSR 2023-24 : 6323.00
Area Specific Loading Major Mining area Add 5% : 316.15
7 Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I – Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures
Form Work Rate Area Wt 5% Total Qty Final Rate
For drain Side Wall 35% of Concrete Rate 2213.05 110.65 2323.70 3.48 2323.70 8,086.48
Add 18 % GST charges: 29729.91
Miscellaneous and Round Off: 2103.93
Net Total Rs.: 197000.00 0.00
Total Rs in lakhs:
Section Officer Chief Officer
Town Municipal Council Sandur Town Municipal Council Sandur
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.
Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete complete.6 Kg/m2: 90mm(weight of pipe -1.313 kg)
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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 required to complete the work..In all kinds of soils Depth upto 1.5 m (Vol-1 Page no: 5 item no:1.4.1)
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 rawing and technical specification. (Vol-1 Page no: 18 item no:2.11.h)
Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. vol 2 pg no 177 item no 17.14
Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation 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 paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 Page no:16 item no:2.4.2)
Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I – Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures
Filling available excavated 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.(Vol-1 Page No.7, Item No. 1.9)
Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Vol-3 Page no:10 item no:2.19)
Mechanical Means: 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 of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. (Vol-1 Page no: 8 item no:1.12)
Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 .For Grading -V Material
Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
NAME OF WORK-PROVING REPAIR OF RO PLANT IN SANDUR LAXMIPUR AND DHARMAPUR VILLAGE PRESENT IN TMC SANDUR LIMITS
EST AMOUNT- 3.08lakhs
Sl. No. Particulars Qty Rate Amount
1 Raw Waetr Pump 1 Hp 1 9500 9500
5 Carbon 600Iv 75 125 9375
6 20:Jumbo Housing 2 2575 5150
7 20"Jumbo Spun 2 950 1900
8 80X40 Membrane Ft 2 41880 83760
9 80X40M Housing 1 16500 16500
10 Mahendra Pump 2-18 Iii Ph 1 30500 30500
12 Electrical Control Panel 1 16780 16780
13 Card And Coin Machine 1 21350 21350
14 Battery And Charger 0 7360 0
15 Data Transmission Kit (Iot) 0 22300 0
16 Pressure Guage 2 950 1900
17 Flow Meter 3/4" 2 2250 4500
18 Float Switch 1 960 960
19 Tds Sensor 0 3490
21 Dosing Pump Kidspae 1 5900 5900
22 Antiscalent Chemical 1 330 330
23 Frp Tank 2000 Ltr 0 12100
24 Upvc Materials 1 5000 5000
25 Erection Charges 1 4000 4000
26 Transport Charges 1 1000 1000
contractors 10per profit 26101.7
AE/JE Chief officer
TMC Sandur TMC Sandur
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