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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance | ₹4.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹4.3 LAccepted-Finance | ₹4.3 L | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | BIYAMOL CONSTRUCTION L1 | JOSEPH ROY L2 |
|---|---|---|---|---|---|
| 1.00Construction of Court | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.82 | cum | 257.63 ₹211 | 300 ₹245.70 |
| 1.00 | 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) | 0.11 | cum | 7,932.89 ₹896.42 | 8,000 ₹904 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.71 | cum | 10,488.77 ₹7,415.56 | 10,500 ₹7,423.50 |
| 1.00 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 978 | kg | 194.27 ₹1.9 L | 200 ₹2.0 L |
| 1.00 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 60.9 | kg | 230.93 ₹14,063.64 | 230.93 ₹14,063.64 |
| 1.01 | 25.1:Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminum extruded section shall be taken for purpose of payment | 36.45 | kg | 464.54 ₹16,932.48 | 464.54 ₹16,932.48 |
| 1.01 | OD89297/2025-2026:Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium 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 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. The item includes cost of all material, labour component and scaffolding . Base frame work for ACP cladding is payable under the relevant aluminium and GI 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. | 10.21 | sqm | 4,099.45 ₹41,855.38 | 4,099.45 ₹41,855.38 |
| 1.01 | OD89299/2025-2026:Supplying and fixing 3D Acrylic English letters 20-25 cm or Malayalam letters 15-20 cm for name board etc. complete as per direction of engineer in charge at site | 30 | no | 361.72 ₹10,851.60 | 361.72 ₹10,851.60 |
| 1.01 | 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. | 524.37 | kg | 140.4 ₹73,621.55 | 140.4 ₹73,621.55 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
12 Aug 2025, 4:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 1054/26-THRIKKODITHANAM DIVISION CONSTRUCTION OF COURT GHSS THRIKKODITHANAM-General Civil Work
2025_LSGD_780977_4
8/2025-26/AEE/LID EW
Open Tender
Civil Works - Buildings
30 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
7 May 2026
1 Aug 2025
13 Aug 2025
1 Aug 2025
12 Aug 2025
1 Aug 2025
Amount
Construction of Court
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
25.1:Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminum extruded section shall be taken for purpose of payment
OD89297/2025-2026:Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium 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 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. The item includes cost of all material, labour component and scaffolding . Base frame work for ACP cladding is payable under the relevant aluminium and GI 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.
OD89299/2025-2026:Supplying and fixing 3D Acrylic English letters 20-25 cm or Malayalam letters 15-20 cm for name board etc. complete as per direction of engineer in charge at site
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.
OD89286/2025-2026:Supplying and laying self supporting arch roof using galvalume off white 0.85mm sheets with 300Mpa yield strength ,making provision for watertight , by incorpating principles of pressure equalization providing suitable gutter profiles at bottom (if required) .This item includes cost of all inputs of designing ,labour for fabricating and installation reqirerd numbers etc complete installation of scaffolding and other incidental charges including wastages etc enabling services ,cranes or cradles etc described above and as specified item includes the cost of getting all the structural and functional design etc checked by engineer in charge
OD154984/2025-2026:Supplying and fixing G I weld wire mesh 2.5-4mm dia size or nearest available size
JOSEPH ROY (BID ID -2284490)
Bidder Name
BIYAMOL CONSTRUCTION
JOSEPH ROY
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