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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.6 LAccepted-AOC AMRUTHA BHAVAN ANAPETTAKONGAL P O EDAMON KOLLAM | EDAMON | KOLLAM | KERALA | ₹66.6 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹69.1 L+₹2.5 L (3.78%)Rejected-AOC | ₹69.1 L+₹2.5 L (3.78%) | L2 | Rejected-AOC Being L2 bidder |
| 3 | L3₹76.6 L+₹10.0 L (15.0%)Rejected-AOC | ₹76.6 L+₹10.0 L (15.0%) | L3 | Rejected-AOC Being L3 bidder |
| Sl No | Description | Qty | Unit | TVK CONSTRUCTIONS L3 | AKHIL CHANDRAN L1 | HAREESH G L2 |
|---|---|---|---|---|---|---|
| 1.00boat jetty | ||||||
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 5.06 | cum | 795 ₹4,025.09 | 729.49 ₹3,693.41 Lowest | 758 ₹3,837.75 |
| 1.00 | OD30232/2025-2026:Pluck out the R C C pile @ 300mm square, and removing the same and disposing it far away from the site at contractors own dumping yard at contractors own risk including all hire charges for the plant and equipment etc all as directed by the engineer in charge. | 14 | metre | 272 ₹3,808 | 251.94 ₹3,527.16 Lowest | 262 ₹3,668 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1.41 | cum | 3,855 ₹5,450.97 | 3,536.03 ₹4,999.95 Lowest | 3,672 ₹5,192.21 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 196.44 | sqm | 1,160 ₹2,27,873.88 | 971.23 ₹1,90,791.33 Lowest | 1,009 ₹1,98,210.99 |
| 1.00 | 5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 78.26 | cum | 12,727 ₹9,96,065.93 | 10,657.61 ₹8,34,107.19 Lowest | 11,067 ₹8,66,147.69 |
| 1.01 | OD5883/2025-2026:Conveying, lifting, handiling, hoisting, aligning and fixing R.C.C 300 mm square, 6-12 m in length from the place of casting to placing site driving plant up to a distance of 150 m including hire charges for planks, wooden scantiling, coire rope,crow bars, etc. complete | 231 | metre | 1,267 ₹2,92,677 | 1,109.33 ₹2,56,255.23 Lowest | 1,152 ₹2,66,112 |
| 1.01 | OD5882/2025-2026: Driving down RCC piles of 300mm square in size to the required depth in line and levels and shifting the casted piles to the driving spot without damaging the pile with necessary lifting equipments placing in correct position to line and driving down to required depth with the help of driving equipment including hire charges for driving equipment, machinery,planks, fuels, labour charges etc complete as per the direction of the departmental officers at site | 163.5 | metre | 958 ₹1,56,633 | 839.1 ₹1,37,192.85 Lowest | 871 ₹1,42,408.5 |
| 1.01 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 3.94 | cum | 378 ₹1,490.08 | 346.41 ₹1,365.55 Lowest | 360 ₹1,419.12 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 1.3 | cum | 3,116 ₹4,038.34 | 2,857.4 ₹3,703.19 Lowest | 2,967 ₹3,845.23 |
Tender Value
₹69.1 L
EMD Value
₹50,000
Closing Date
20 Nov 2025, 5:00 pmClosed
Executive Engineer
Inland Navigation Division Kollam
GENERAL Chavara 2025 26 CSIND Renovation of Chavara Boat terminal in chavara grama panchayath in chavara LAC General Civil Work
2025_Irrig_819767_1
IRR/KP/TR/5286/2024_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Chavara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jan 2026
7 Nov 2025
24 Nov 2025
7 Nov 2025
20 Nov 2025
7 Nov 2025
Amount
boat jetty
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD30232/2025-2026:Pluck out the R C C pile @ 300mm square, and removing the same and disposing it far away from the site at contractors own dumping yard at contractors own risk including all hire charges for the plant and equipment etc all as directed by the engineer in charge.
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum
OD5883/2025-2026:Conveying, lifting, handiling, hoisting, aligning and fixing R.C.C 300 mm square, 6-12 m in length from the place of casting to placing site driving plant up to a distance of 150 m including hire charges for planks, wooden scantiling, coire rope,crow bars, etc. complete
OD5882/2025-2026: Driving down RCC piles of 300mm square in size to the required depth in line and levels and shifting the casted piles to the driving spot without damaging the pile with necessary lifting equipments placing in correct position to line and driving down to required depth with the help of driving equipment including hire charges for driving equipment, machinery,planks, fuels, labour charges etc complete as per the direction of the departmental officers at site
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12.26.1:Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).6 mm thick cement fiber board as per IS: 14862
OD30021/2025-2026:Providing and fixing false ceiling with 10.00 mm thick uPVC wooden grains louvered panel board ceiling of approved quality in steel frame work with necessary screws etc complete ( frame work shall be paid separately)
OD5887/2025-2026:Providing Colour coated Asphalt roofing Shingles including sufficient length of ridge pieces as roof covering for boat jetty roof neatly laid and water proofing the roof full as per the direction of departmental officers at site
13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).
13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
OD5894/2025-2026:Supplying and paving 50 mm thick rough granite slab hand cut and chisel dressed well on top for paving in floor laid over 20 mm thick cement mortar 1:4 with cement slurry laid and neatly finished as per the direction of the Engineer in charge.
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
11.46.2:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
OD34430/2025-2026: wood pile- Supplying and stacking well matured straight Thembavu (Karimartu)wood post having average girth of 95 cm and sufficient length (Min 6m long) for driving down through various strata below bed level;including cost, conveyance, labour charges as directed by the engineer in charge etc .complete.
OD34429/2025-2026:Driving down wood pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessaryfor pile driving down after pointing the bottom end Details for one post 6m long
60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD5886/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
OD5890/2025-2026:Supplying and fixing old tyre on the fender post to resist the impact of stopping boat
OD30025/2025-2026:Supply installation testing commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x12mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junctions box etc.complete 5 Meters (item 90.15.3.1 of DAR electrical)
OD5888/2025-2026:Supply, conveyance, installation, testing and commissioning of 30W Integrated Solar LED light fitting with all accessories. Each unit should include 18V,60W panel with Grade A solar cells, 18Ah, 12.8V LiFePO4 type battery, Luminaire housing component to be Aluminium alloy with powder paint, IP65, LED chip shall be Philips/Osram, THD <10%, efficiency greater than 85%,3800-4500 lumens,etc. as required with 5years warranty . Luminaire shall be suitable for mounting at a height of 5-6m, should have 24hrs autonomy, PIR sensor for better efficient lighting. (Certifications:MNRE/IEC/BIS/LM80/ROHS/IP65)
OD5881/2025-2026:Supply, conveyance, installation, testing and commissioning of 30W (or higher) Solar LED light fitting with all accessories. Each unit should include 18V,60W panel with Grade A solar cells , 18Ah, 12.8V LiFePO4 type battery, Luminaire housing component to be Aluminium alloy with powder paint, IP65, LED chip shall be Philips/Osram, THD <10%, efficiency greater than 85%,3800-4500 lumens,etc. as required with 5years warranty . Luminaire shall be suitable for placing in ceiling and the overall capacity of the panel and battery provided should consider the requirements per light as above and summed up , should have 24hrs autonomy, PIR sensor for better efficient lighting. (Certifications:MNRE/IEC/BIS/LM80/ROHS/IP65)
OD5884/2025-2026:Earth work in excavation for removal of silt by mechanical means using sophisticated equipments like amphibions excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed for desilting rivers, to the desired depth to ensure free flow in the river including getting out and disposal of excavated earth with lead upto 50 m as directed by Engineer-in charge. The rate shall include disposal of excavated earth/clay, temporary storage of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc as appropriate as directed. The rate shall include all the charges for labour, equipments, conveyance of materials, incidentals, all taxes , duties, GST complete as per the directions of the Engineer in Charge for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the river.
OD5885/2025-2026:Designing and installing and fixing in position Curtain Wall for Place identification board with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building and letters in 3D with acrylic sheet as per the approved drawing , for all heights and all levels etc. including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in wooden finish colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
OD32038/2025-2026: Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade. Details of cost for 300 cum ( as per common approved OD by CTE InspTech-1/273/2021-FIN)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
HAREESH G (BID ID -2441639)
TVK CONSTRUCTIONS (BID ID -2439302)
Bidder Name
TVK CONSTRUCTIONS
HAREESH G
AKHIL CHANDRAN
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