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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC KALLOORKAD GRAMA PANCHAYATH | KOLLAM | KERALA | 689694 | L1 | Accepted-AOC lowest bid | |
| 2 | L2₹10.8 L+₹32,283.50 (3.07%)Rejected-Finance | L2 | Rejected-Finance Lowest bid accepted all other rejected | |
| 3 | L3₹11.6 L+₹1.1 L (10.2%)Rejected-Finance | L3 | Rejected-Finance Lowest bid accepted all other rejected | |
| 4 | L4₹11.7 L+₹1.2 L (11.1%)Rejected-Finance KOONAMPALAYIL THULAPPALLI PO PATHANAMTHITTA 686510 | PATHANAMTHITTA | PATHANAMTHITTA | KERALA | 686510 | L4 | Rejected-Finance Lowest bid accepted all other rejected | |
| 5 | L5₹12.9 L+₹2.3 L (22.3%)Rejected-Finance | L5 | Rejected-Finance Lowest bid accepted all other rejected |
Tender Value
₹14.5 L
EMD Value
₹36,250
Closing Date
5 May 2022, 5:00 pmClosed
The Assistant Executive Engineer
Office of The Assistant Executive Engineer,Guruvayur Municipality,Guruvayur
ACP work on public Toilet Block Building Guruvayur Municipalit
2022_LSGD_488315_1
Etdr 1/22-23
Open Tender
Civil Works - Bridges
Item Rate
120 days
Guruvayur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹36,250
19 Oct 2022
28 Apr 2022
7 May 2022
28 Apr 2022
5 May 2022
28 Apr 2022
Amount
Toilet Block
8.32 : 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 (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based 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, cost of all samples of the individual components for testing in an approved laboratory, 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 item.s 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.
22.6 : Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
od1740035/2022_2023 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in<br>footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape,<br>made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick<br>compacted bed of 6 mm metal , compacting and proper embedding/laying of inter locking paver blocks into<br>the metal bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and<br>cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as<br>per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design<br>and pattern. (16.91.2 Modified)<br>80 mm thick C. C. Paver block of M-30 grade with approved colour, design and pattern.
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
NIVIN K.D
jibin joseph
SANTHOSH JACK
Sudheerkumar
Bidder Name
SANTHOSH JACK
Sudheerkumar
Praveen Varghese
jibin joseph
NIVIN K.D
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