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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹30.5 Laccepted-aoc | ₹30.5 L | accepted-aoc |
Tender Value
₹41.1 L
EMD Value
₹41,145
Closing Date
6 Aug 2026, 9:30 pmClosed
Rural Development and Panchayat Raj Department
EXECUTIVE ENGINEER
Construction Of Bridge At Bamangi Gowliwada Road At Pradhani Gp In Joida Taluka (CAT-I)
RDPR/2026-27/BR/WORK_INDENT27919
RDPR/2026-27/BR/WORK_INDENT27919
Reserved
Bridges/Culverts
Two Tender Document System(Two Cover)
RDPR Division Office Sirsi
₹1,030
₹41,145
6 Aug 2026
27 Jul 2026
7 Aug 2026
6 Aug 2026
GOVERNMENT OF KARNATAKA
ZILLA PANCHAYAT UTTARA KANNADA
PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : eÉÆÃ¬ÄqÁ vÁ®ÆQ£À ¥ÀæzsÁ¤ UÁæ.¥ÀA ¨ÁªÀÄtV U˽ªÁqÁ UÁæªÀÄPÉÌ ºÉÆÃUÀĪÀ gÀ¸ÉÛAiÀÄ°è ¸ÉÃvÀÄªÉ ¤ªÀiÁðt.
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Estimated Cost Rs : 50.00 lakh
Panchayat Raj Engineering Sub-Division,
«¨sÁUÀ : ¥ÀAZÁAiÀÄvÀ gÁeï EAfäAiÀÄjAUÀ «¨sÁUÀ ²gÀ¹
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E¯ÁSÉ ²Ã¶ÃðPÉ :
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CAzÁdÄ ªÉÆvÀÛ : gÀÆ. 50.00 ®PÀëUÀ¼ÀÄ
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¥ÀAZÁAiÀÄvï gÁeï EAfäAiÀÄjAUÀ
G¥À-«¨sÁUÀ eÉÆÃ¬ÄqÁ (G.PÀ)
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F ªÉÄð£À CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß 2023-24 £Éà ¸Á°£À COMMON SR. V-1,V-2,V-3 . zÀgÀ¥ÀnÖ DzsÀj¹ gÀÆ 50.00 ®PÀë ªÉÆvÀÛPÉÌ vÀAiÀiÁj¸À¯ÁVzÉ ºÁUÀÆ ²ÃWÀæ ªÀÄAdÆgÁwUÁV «£ÀAw¸À¯ÁVzÉ.
¸ÀºÁAiÀÄPÀ PÁAiÀÄð¤ªÁðºÀPÀ EAfäAiÀÄgÀ
¥ÀAZÁAiÀÄvÀ gÁeï EAfäAiÀÄjAUÀ G¥À-«¨sÁUÀ
PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : eÉÆÃ¬ÄqÁ vÁ®ÆQ£À ¥ÀæzsÁ¤ UÁæ.¥ÀA ¨ÁªÀÄtV U˽ªÁqÁ UÁæªÀÄPÉÌ ºÉÆÃUÀĪÀ gÀ¸ÉÛAiÀÄ°è ¸ÉÃvÀÄªÉ ¤ªÀiÁðt.
¯ÉPÀÌ ²Ã¶ðPÉ : 2025-26 £Éà ¸Á°£À ªÀÄÄRåªÀÄAwæUÀ¼À ªÀÄÆ® ¸ËPÀAiÀÄð C©üªÀÈ¢Ý AiÉÆÃd£É (CMIDP)
Detailed Estimate
1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m
( I- 1.5.2 Common SR 2023-24 Volume-1
Rate Analysis - 445.00 53.40 498.40
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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
( I- 2.1.4 Common SR 2023-24 Volume-1
Rate Analysis - 6217.00 746.04 6963.04
3 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) 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(P-17 I- 2.4.3 Common SR 2023-24 Volume-1
Return walls 4 8.00 2.60 0.50 41.60
Rate Analysis - 6336.00 760.32 7096.32
4 Steel FabricationSupplying, 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 Sub structure of Bridges 4.3 3.45 2.76
Abutment 1 25.41 65.00 kg/mtr 1651.65 0.00
Return wall 1 41.60 45.00 kg/mtr 1872.00
5 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) 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(P-17 I- 2.4.3 Common SR 2023-24 Volume-1
Abutment Cap 2 0.70 5.50 0.30 2.31
Rate Analysis - 6336.00 760.32 7096.32
6 Steel FabricationSupplying, 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 Sub structure of Bridges 4.3 3.45 2.76
Abutment 1 33.11 60.00 kg/mtr 1986.60 0.00
Return wall 1 49.28 45.00 kg/mtr 2217.60
7 13.3 2706 & 2200 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
( I- 12.1Common SR 2023-24 Volume-3
Weep hole 2 30.00 60.00
Rate Analysis - 138.00 16.56 154.56
8 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) 2.5.3 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(I- 2.5.3 Common SR 2023-24 Volume-1
Rate Analysis - 7007.00 840.84 7847.84
9 Steel FabricationSupplying, 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 Super structure of Bridges 4.3 3.45 2.76
Deck slab 1 42.96 65.00 kg/mtr 2792.40 0.00
Dirt Wall 1 5.30 75.00 kg/mtr 397.50 0.00
Kerbs 1 3.96 50.00 kg/mtr 198.00
10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
( I- 13.8 Common SR 2023-24 Volume-3
Approach Slab 2 10.00 5.50 0.15 16.50
Rate Analysis - 6811.00 817.32 7628.32
11 Reinforced cement concrete M30 grade for approach slabincluding reinforcement and formwork complete as perdrawing and Technical specification (Batching Plant)
( I- 13.9 Common SR 2023-24 Volume-3
Approach Slab 2 10.00 5.50 0.15 16.50
12 Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mmProviding, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings
( I- 8.21 Common SR 2023-24 Volume-3
Railing 2 10.00 20.00
Rate Analysis - 1975.00 237.00 2212.00
13 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
( I- 13.7Common SR 2023-24 Volume-3
Railing 2 6.00 12.00
Rate Analysis - 3271.00 392.52 3663.52
14 Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
( I- 13.15 Common SR 2023-24 Volume-3
Rate Analysis - 137.00 16.44 153.44
15 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material
( I- 12.3Common SR 2023-24 Volume-3
Rate Analysis - 1168.00 140.16 1308.16
16 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
( I- 3.6 Common SR 2023-24 Volume-3
Rate Analysis - 493.00 59.16 552.16
Total Rs. 3659021.00 #REF!
Sub Total 3659021.00
PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : eÉÆÃ¬ÄqÁ vÁ®ÆQ£À ¥ÀæzsÁ¤ UÁæ.¥ÀA ¨ÁªÀÄtV U˽ªÁqÁ UÁæªÀÄPÉÌ ºÉÆÃUÀĪÀ gÀ¸ÉÛAiÀÄ°è ¸ÉÃvÀÄªÉ ¤ªÀiÁðt.
¯ÉPÀÌ ²Ã¶ðPÉ : 2025-26 £Éà ¸Á°£À ªÀÄÄRåªÀÄAwæUÀ¼À ªÀÄÆ® ¸ËPÀAiÀÄð C©üªÀÈ¢Ý AiÉÆÃd£É (CMIDP)
Sl. No Name of Work Estimated cost Remark
1 Estimate -Bridge 3659021.00
2 Estimate -road 427104.00
3 GST @ 18 % of cost of Estimate 735503.00
Total 4821628.00
4 Tender, sbc, design consultants and other Miscellaneous 178372.00
Grand Total= 5000000.00
±ÁSÁ¢üPÁjUÀ¼ÀÄ ¸ÀºÁAiÀÄPÀ PÁAiÀÄ𠤪ÁðºÀPÀ EAfäÃAiÀÄgÀ
¥ÀA.gÁ.EA.G¥À «¨sÁUÀ, eÉÆÃ¬ÄqÁ ¥ÀA.gÁ.EA.G¥À «¨sÁUÀ, eÉÆÃ¬ÄqÁ
PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : eÉÆÃ¬ÄqÁ vÁ®ÆQ£À ¥ÀæzsÁ¤ UÁæ.¥ÀA ¨ÁªÀÄtV U˽ªÁqÁ UÁæªÀÄPÉÌ ºÉÆÃUÀĪÀ gÀ¸ÉÛAiÀÄ°è ¸ÉÃvÀÄªÉ ¤ªÀiÁðt.
¯ÉPÀÌ ²Ã¶ðPÉ : 2025-26 £Éà ¸Á°£À ªÀÄÄRåªÀÄAwæUÀ¼À ªÀÄÆ® ¸ËPÀAiÀÄð C©üªÀÈ¢Ý AiÉÆÃd£É (CMIDP)
Detailed Estimate
1 Clearing and Grubbing Road Land. 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. 2.4 (i) By Manual Means A In area of light jungle
( I- 2.4 (i) Common SR 2023-24 Volume-3
Rate Analysis - 1122.00 134.64 1256.64
2 Compacting Original Ground 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.
(I- .3.7 Common SR 2023-24 Volume-3
Rate Analysis - 105.00 12.60 117.60
3 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
( I- 305 Common SR 2023-24 Volume-3
Rate Analysis - 493.00 59.16 552.16
4 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. B Mechanical means (i) Grading-I (63 mm to 45 mm) (a) Using Screening Crushable type such as Moorum or Gravel
( I- 4.24 Common SR 2023-24 Volume-3
Rate Analysis - 2164.00 259.68 2423.68
Total Rs. 427104.00 #REF!
PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : eÉÆÃ¬ÄqÁ vÁ®ÆQ£À §eÁgÀPÀÄtAUÀ UÁæªÀÄ ¥ÀAZÁAiÀÄvÀ ªÁå¦ÛAiÀÄ rVάÄAzÀ ¹¸ÉÊ gÀ¸ÉÛAiÀÄ°è ¸ÀPÁ½ªÀiÁ¼À ºÀ¼ÀîPÉÌ ¸ÉÃvÀÄªÉ ¤ªÀiÁðt.
Detailed Estimate
1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m
( I- 1.5.2 Common SR 2023-24 Volume-1
Rate Analysis - 445.00 53.40 498.40
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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
( I- 2.1.4 Common SR 2023-24 Volume-1
Rate Analysis - 6217.00 746.04 6963.04
3 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) 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(P-17 I- 2.4.3 Common SR 2023-24 Volume-1
Return walls 4 8.00 2.60 0.50 41.60
Rate Analysis - 6336.00 760.32 7096.32
4 Steel FabricationSupplying, 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 Sub structure of Bridges 4.3 3.45 2.76
Abutment 1 25.41 65.00 kg/mtr 1651.65 0.00
Return wall 1 41.60 45.00 kg/mtr 1872.00
5 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) 2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(P-17 I- 2.4.3 Common SR 2023-24 Volume-1
Abutment Cap 2 0.70 5.50 0.30 2.31
Rate Analysis - 6336.00 760.32 7096.32
6 Steel FabricationSupplying, 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 Sub structure of Bridges 4.3 3.45 2.76
Abutment 1 33.11 60.00 kg/mtr 1986.60 0.00
Return wall 1 49.28 45.00 kg/mtr 2217.60
7 13.3 2706 & 2200 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
( I- 12.1Common SR 2023-24 Volume-3
Weep hole 2 30.00 60.00
Rate Analysis - 138.00 16.56 154.56
8 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) 2.5.3 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(I- 2.5.3 Common SR 2023-24 Volume-1
Rate Analysis - 7007.00 840.84 7847.84
9 Steel FabricationSupplying, 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 Super structure of Bridges 4.3 3.45 2.76
Deck slab 1 42.96 65.00 kg/mtr 2792.40 0.00
Dirt Wall 1 5.30 75.00 kg/mtr 397.50 0.00
Kerbs 1 3.96 50.00 kg/mtr 198.00
10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
( I- 13.8 Common SR 2023-24 Volume-3
Approach Slab 2 10.00 5.50 0.15 16.50
Rate Analysis - 6811.00 817.32 7628.32
11 Reinforced cement concrete M30 grade for approach slabincluding reinforcement and formwork complete as perdrawing and Technical specification (Batching Plant)
( I- 13.9 Common SR 2023-24 Volume-3
Approach Slab 2 10.00 5.50 0.15 16.50
12 Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mmProviding, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings
( I- 8.21 Common SR 2023-24 Volume-3
Railing 2 10.00 20.00
Rate Analysis - 1975.00 237.00 2212.00
13 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
( I- 13.7Common SR 2023-24 Volume-3
Railing 2 6.00 12.00
Rate Analysis - 3271.00 392.52 3663.52
14 Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
( I- 13.15 Common SR 2023-24 Volume-3
Rate Analysis - 137.00 16.44 153.44
15 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material
( I- 12.3Common SR 2023-24 Volume-3
Rate Analysis - 1168.00 140.16 1308.16
16 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
( I- 3.6 Common SR 2023-24 Volume-3
Rate Analysis - 493.00 59.16 552.16
Total Rs. 3659021.00 #REF!
Sub Total 3659021.00
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CAzÁdÄ ªÉÆvÀÛ :50.00®PÀë
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