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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC | L1 | Accepted-AOC Agreement executed work awarded | |
| 2 | L2₹23.3 L+₹52,191.60 (2.30%)Rejected-AOC | L2 | Rejected-AOC Agreement executed work awarded | |
| 3 | L3₹23.7 L+₹1.0 L (4.40%)Rejected-Finance | L3 | Rejected-Finance Lowest bid accepted | |
| 4 | L4₹24.0 L+₹1.3 L (5.60%)Rejected-Finance | L4 | Rejected-Finance Lowest bid accepted | |
| 5 | L5₹24.3 L+₹1.6 L (6.91%)Rejected-Finance | L5 | Rejected-Finance Lowest bid accepted |
Tender Value
₹26.8 L
EMD Value
₹40,173
Closing Date
10 Nov 2021, 3:00 pmClosed
Executive Engineer
Buildings Division PWD Complex Mananchira Kozhikode
minor works
2021_PWD_450168_1
23/EEBK/2021-2022
Open Tender
Civil Works - Buildings
Item Rate
300 days
Medical college
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,173
Yes
21 Dec 2021
2 Nov 2021
12 Nov 2021
2 Nov 2021
10 Nov 2021
2 Nov 2021
Amount
Repair works
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.
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
OD40083/2021-2022:The ceiling surface is to be smoothed with modified mortar to an average thickness of 15 mm. Measurement is calculated as in the previous case. Including cost of materials, labour charges, conveyance of materials to site hire charges of tools etc. complete.
OD40084/2021-2022:The cleaned reinforcing bar on the dried bar applying corrotion inhibitant one coat of nitozinc primer care should be taken to seethat the zinc primer coated should make an unbroken continous film on the bars. After cleaning the bar applying one coat of bonding agent Nitobond AR/SBR measuement is calculated as in the previous case.including cost of meterials, labour charges, conveyance of materials to site hire charges of tools etc complete.
OD40085/2021-2022::Chipping and removing old spalling/detective concrete and exposing the detective/corroded reinforcement of the ceiling, joint the additional bar wherever 1/3 diameter of the bar is corroded. Removel of the detective concrete across the bar should be at least 2mm beyond the detective bar so that the reinforcing bar can be cleaned with ribbon, wire brush etc. After cleaning the bar wash with clean water and collect all the spalled/ fallen concrete. Measurement is calculated for whole exposed area. Including cost of materials, labour charges, conveyance of materials to site hire charges of tools etc complete.
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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
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
OD38180/2021-2022:Providing and fixing UPVC rectangular gutter of size 20x15x15 , fittings including fixing the gutter with clamps at 1.00m spacing. This includes joining of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chased and making good the wall etc.
25.7: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 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, 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.
50.12.2.3:Providing & fixing poly carbonate multi wall plain sheet 5 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55 mm) with EPDM seal complete upto any pitch in horizontal/ vertical/ curved surfaces, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.
Santhosh Kumar K.V.
M.T. ABDUL MAJEED
K V MANOJ KUMAR
P MUHAMMED
Bidder Name
Santhosh Kumar K.V.
MUJEEB RAHMAN E P
P MUHAMMED
K V MANOJ KUMAR
M.T. ABDUL MAJEED
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