Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Mar 2025
Closing Date25 Mar 2025
Tender Amount₹ 6,70,08,094
AI Insights
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The bidder is required to have prior work experience of similar nature and type of work tendered, with a minimum value as stated, within the last 5 years. The experience should be in the last 5 years, and the bidder should submit a Certificate of experience from the Agreement Authority of the completed similar work. The bidder must have experience of having successfully completed at least one similar work costing more than 40% of the estimated cost of the work put to tender, for Government/Semi Government Clients during the last 5 years. The value of completed works will be considered whether or not the date of commencement is within the said 5-year period. The annual financial turnover and cost of completed works of previous years shall be given a weightage of 5% per year to bring them to the current price level. The bidder should possess adequate working capital of more than 10% of the probable estimated cost of work for which they are bidding. The bidder should also submit details of experience and past performance of works of similar nature in the last 5 years, with certified copies of certificates from clients. The bidder should provide evidence of its eligibility, capability, and adequacy of resources to effectively perform the subject contract. The bidder should also submit a draft program of works, which shall form part of the contract if the tender is accepted. In terms of specific percentages, the bidder should have a minimum percentage of participation in similar projects, but the exact percentage is not specified. However, the bidder should provide details of the percentage of participation in projects, as well as the value of work completed and certified, and the percentage of partial completion. The bidder needs to propose major items of construction equipment and key personnel for use in carrying out the contract, and they should also provide a proposal for sub-contracting elements of the works amounting to more than 10% of the tender amount for each element. The bidder should have experience as a General Bidder and as a Sub-Contractor, although the exact number of years of experience is not provided. The bidder should provide information on their current work in hand and other contractual commitments, as well as reports on their financial standing, including audited profit and loss statements and balance sheets for the past five years. The bidder is required to submit information on the performance of each party to the Joint Venture on works of a similar nature within the past five years, including current works on hand and other contractual commitments. The bidder is also required to provide information on the annual value of construction works undertaken for each of the last five years. The bidder needs to submit a summary of their experience in the neighborhood work and/or neighboring states. The bidder should provide details of their experience, including the name of the work, agreement number, estimated cost, contract price, and completed amount of work. The bidder is required to have similar work experience as per clause 2.4 of section-6 of the bid document, with copies of experience certificates attested by a Gazetted Officer or notarised to be submitted to prove this experience. Values and percentages mentioned include: - more than 40% of the estimated cost of the work put to tender
- 10% of the probable estimated cost of work for which they are bidding
- 10% of the tender amount for each element of sub-contracting
- 5% per year weightage for annual financial turnover and cost of completed works of previous years.
Costs
EMD
₹ 2,00,000Document Cost
₹ 11,025Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_Irrig_747723_1Tender No
IRR/IA/TR/1791/2022_5_1_1/1Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
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Documents
BOQ Items
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55.18.4:Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m Using Concrete Mixer - Pile diameter-1000 mm
450
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-
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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
44.94
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-
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OD28364/2024-2025:Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering- All works up to plinth level -1:4:8 (1 Cement : 4 Coarse sand : 8 Graded stone aggregate 40 mm nominal size) as DSR. Details of cost for 1 cum
2.34
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-
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12.38.B.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M-25 - Using Batching Plant, Transit Mixer and Concrete Pump
42.14
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-
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13.5.C.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m
76.26
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-
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13.5.C.q.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height 5m to 10m
23.39
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-
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14.1A.2.2.B:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification. For T-beam & slab - Height 5m to 10m
85.45
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-
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13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
67.19
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-
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14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
17.09
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-
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13.14:Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
71280
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-
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14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
8.48
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-
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13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
90.53
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14.6:Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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.
62.13
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-
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14.9:Drainage Spouts complete as per drawing and Technical specification
12
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-
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8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
124.25
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-
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55.26a:Providing and applying elastic, elastomeric membrane forming system with anticarbonation and breathing properties. The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, enviornment friendly, water proofing coating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2 grater than 50 m and for breathability equivalent air layer thickness denoted as SD H2O shall be less than 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75- 100 g/m2. The consumption of main polymer coating to give film thickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately. 400-450 g/m2 per two coats depending upon the method of application (either by roller or brush) and surface smoothness of the concrete. The total dry film thickness of the coating system should be minimum 200 microns for the above system. Polymer coating should be in suitable approved shades, including cost of materials, cleaning, chipping and removing the dirt particles of the concrete slab with wire brush and water,labour charges for filling the bug holes, cracks, joints etc with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause 2808 in the Specifications Book for Roads & Bridges published by the Ministry during April 2013.
502.71
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CONSTRUCTION OF BRIDGE (LAND SPAN) FOR APPROACH ROAD AT MARANCHERY SIDE
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-
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2.4.1.C: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 Manual Means
14.66
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-
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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
67.65
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-
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12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
23.55
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-
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55.18.4:Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m Using Concrete Mixer - Pile diameter-1000 mm
750
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-
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OD29938/2024-2025:Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering- All works up to plinth level -1:4:8 (1 Cement : 4 Coarse sand : 8 Graded stone aggregate 40 mm nominal size) as DSR. Details of cost for 1 cum
3.44
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-
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12.38.B.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M-25 - Using Batching Plant, Transit Mixer and Concrete Pump
63.42
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-
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13.5.C.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m
75.73
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-
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14.1A.2.2.B:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification. For T-beam & slab - Height 5m to 10m
170.9
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-
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13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
97.41
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-
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14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
34.18
-
-
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13.14:Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
142560
-
-
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14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
16.96
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-
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14.6:Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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.
113.8
-
-
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14.9:Drainage Spouts complete as per drawing and Technical specification
24
-
-
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8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
226.8
-
-
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55.26a:Providing and applying elastic, elastomeric membrane forming system with anticarbonation and breathing properties. The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, enviornment friendly, water proofing coating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2 grater than 50 m and for breathability equivalent air layer thickness denoted as SD H2O shall be less than 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75- 100 g/m2. The consumption of main polymer coating to give film thickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately. 400-450 g/m2 per two coats depending upon the method of application (either by roller or brush) and surface smoothness of the concrete. The total dry film thickness of the coating system should be minimum 200 microns for the above system. Polymer coating should be in suitable approved shades, including cost of materials, cleaning, chipping and removing the dirt particles of the concrete slab with wire brush and water,labour charges for filling the bug holes, cracks, joints etc with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause 2808 in the Specifications Book for Roads & Bridges published by the Ministry during April 2013.
1005.42
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-
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CONSTRUCTION OF APPROACH ROAD AT MARANCHERY SIDE
-
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-
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OD30241/2024-2025:Providing stone columns 600 mm dia and disposal of MS Cone including hire charges, machinery etc complete including installation, driving to the required depth and testing as per the direction of departmental officers at site etc. complete Data from PWD , EST No : BR/2020/3149
5025
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-
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OD30240/2024-2025:Providing sand pile 100mm dia and disposal of MS cone including hire charges of machinery etc complete including driving to the required depth and testing as per the direction of the departmental officers at site etc.complete
24080
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-
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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
714.13
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-
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13.10:Providing and laying of Filter media with granular materials/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.
369.38
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-
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OD30034/2024-2025:Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering- All works up to plinth level -1:4:8 (1 Cement : 4 Coarse sand : 8 Graded stone aggregate 40 mm nominal size) as DSR. Details of cost for 1 cum
22
-
-
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12.8.E.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump
275.75
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-
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13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
41.36
-
-
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