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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 CrAccepted-AOC | ₹4.0 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹4.1 Cr+₹13.8 L (3.46%)Rejected-Finance | ₹4.1 Cr+₹13.8 L (3.46%) | 2 | Rejected-Finance L2 |
| 3 | 3₹4.1 Cr+₹16.5 L (4.15%)Rejected-Finance KOOTAPPURAKKAL HO POTTA KUMBALACODE PO PAZHAYANNUR 680587 THRISSUR | PAZHAYANNUR | THRISSUR | KERALA | 680587 | ₹4.1 Cr+₹16.5 L (4.15%) | 3 | Rejected-Finance L3 |
| 4 | 4₹4.5 Cr+₹48.7 L (12.2%)Rejected-Finance | ₹4.5 Cr+₹48.7 L (12.2%) | 4 | Rejected-Finance L4 |
| 5 | 5₹4.6 Cr+₹63.7 L (16.0%)Rejected-Finance | ₹4.6 Cr+₹63.7 L (16.0%) | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Dhileesh. C L4 | k k constructions L2 | K.P.JOY L5 | P P JAYAPRAKASH L1 | K.M.ABBAS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix - A Construction of Regulator | ||||||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 171.25 | cum | 880 ₹1,50,701.76 | 650 ₹1,11,313.8 Lowest | 714 ₹1,22,273.93 | 800 ₹1,37,001.6 | 813.03 ₹1,39,233.01 |
| 1.00 | 2.4.2.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means | 67.17 | cum | 1,763 ₹1,18,420.71 | 1,580 ₹1,06,128.6 | 1,224 ₹82,216.08 Lowest | 1,590 ₹1,06,800.3 | 1,627.62 ₹1,09,327.24 |
| 1.00 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar. | 10 | cum | 911 ₹9,110 | 820 ₹8,200 | 714 ₹7,140 Lowest | 820 ₹8,200 | 840.95 ₹8,409.5 |
| 1.00 | OD28659/2024-2025:Construction of coffer dam for the construction of RCB with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete (contractor should submit the working drawing with necessary details of cofferdam and get approval of Engineer in charge before construction.All provisions included for water free working space should be incorporated.No addtitional amount will be entertained ) | 44 | metre | 10,001 ₹4,40,044 | 12,000 ₹5,28,000 | 6,120 ₹2,69,280 Lowest | 9,020 ₹3,96,880 | 7,851.63 ₹3,45,471.72 |
| 1.00 | OD28663/2024-2025:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine
and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication
oil and other stores, pay of staff etc complete
1 Day | 2,700 | hour | 612 ₹16,52,400 | 480 ₹12,96,000 Lowest | 714 ₹19,27,800 | 553 ₹14,93,100 | 553.65 ₹14,94,855 |
| 1.01 | OD28653/2024-2025:Bailing out water using pump above 10 HP and up to 20 HP -Bailing out water with
engine and pump set above 10 hp and up to 20hp ,including conveyance to site and erection, cost of fuel ,lubrication oil and other stores,pay of staff etc complete. as per 60.2.4 OD Irrigation | 1,800 | hour | 485 ₹8,73,000 | 600 ₹10,80,000 | 714 ₹12,85,200 | 450 ₹8,10,000 Lowest | 693.13 ₹12,47,634 |
| 1.01 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 4,178.65 | cum | 90 ₹3,76,078.32 | 100 ₹4,17,864.8 | 306 ₹12,78,666.29 | 81 ₹3,38,470.49 Lowest | 82.78 ₹3,45,908.48 |
| 1.01 | 12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth 3 M to 6 M- Mechanical Means<br> | 428.86 | cum | 102 ₹43,743.52 | 150 ₹64,328.7 | 306 ₹1,31,230.55 | 100 ₹42,885.8 | 94.63 ₹40,582.83 Lowest |
| 1.01 | 12.1.B.3:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary soil - Depth above 6 M. - Mechanical Means<br> | 291.95 | cum | 134 ₹39,120.76 | 500 ₹1,45,973 | 306 ₹89,335.48 | 140 ₹40,872.44 | 124.1 ₹36,230.5 Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹1 L
Closing Date
26 Nov 2025, 11:00 amClosed
Chief Engineer, KIIDC
Kerala Irrigation Infrastructure Development Corporation Ltd., Ground Floor, KWA Campus, Vellayambalam, Thiruvananthapuram
Construction of Rugulator cum Bridge at Muttikkal Attathara Road in Kottappuram Vllage across Wadakkanchery river SH5 in Muttikkal of Thalappally Taluk in Thrissur District
2025_KIIDC_818811_1
IRR/KIIDC/TR/7930/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
540 days
Muttikkal
Please refer tender document
4 documents required · 4 mandatory
₹9,759
₹1 L
17 Mar 2026
4 Nov 2025
29 Nov 2025
4 Nov 2025
26 Nov 2025
4 Nov 2025
Work Name:KIIFB-Construction of Regulator Cum Bridge at Muttikkal-Attathara road in Kottappuram village across Wadakkanchery river-Connecting SH-50 in Muttikkal of Thalappilly taluk in Thrissur District-General Civil Work
With Batching Plant, Transit Mixer and Concrete Pump Ì12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.ÛOD28655/2024-2025:DR Packing under foundation- dry stone packing under foundation with departmental stone including conveyance of material and labour charge etc complete as per direction of departmental officers at siteÔOD34518/2025-2026:Providing and laying of Filter media with departmental stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.éOD28661/2024-2025:Providing & making Gabion structure with departmental stone Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. Details cost of one Gabion box/Crates of size 2mx1mx1m = 2 cumÈ13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m È13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m Ê13.5.E.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m É13.5.C.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification PCC Grade M25 - using Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m·14.1B.2:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specificationº14.1B.1.1.B:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5m to 10m12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsMT13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsi14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.RMH14.9:Drainage Spouts complete as per drawing and Technical specificationnosOD28660/2024-2025:Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation (14.22)<br><br>OD6007/2025-2026: Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.ñOD28658/2024-2025:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.*OD28657/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. Appendix B- Side ProtectionßOD34520/2025-2026:Construction of coffer dam for the construction of the side protection with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete (contractor should submit the working drawing with necessary details of cofferdam and get approval of Engineer in charge before construction.All provisions
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With Batching Plant, Transit Mixer and Concrete Pump Ì12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.ÛOD28655/2024-2025:DR Packing under foundation- dry stone packing under foundation with departmental stone including conveyance of material and labour charge etc complete as per direction of departmental officers at siteÔOD34518/2025-2026:Providing and laying of Filter media with departmental stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.éOD28661/2024-2025:Providing & making Gabion structure with departmental stone Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. Details cost of one Gabion box/Crates of size 2mx1mx1m = 2 cumÈ13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m È13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m Ê13.5.E.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m É13.5.C.q.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification PCC Grade M25 - using Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m·14.1B.2:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specificationº14.1B.1.1.B:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5m to 10m12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsMT13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsi14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.RMH14.9:Drainage Spouts complete as per drawing and Technical specificationnosOD28660/2024-2025:Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation (14.22)<br><br>OD6007/2025-2026: Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.ñOD28658/2024-2025:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.*OD28657/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. Appendix B- Side ProtectionßOD34520/2025-2026:Construction of coffer dam for the construction of the side protection with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete (contractor should submit the working drawing with necessary details of cofferdam and get approval of Engineer in charge before construction.All provisions
Work Name:KIIFB-Construction of Regulator Cum Bridge at Muttikkal-Attathara road in Kottappuram village across Wadakkanchery river-Connecting SH-50 in Muttikkal of Thalappilly taluk in Thrissur District-General Civil Work
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