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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC DEVOM KADAVATH POLLAPOIL KODAKKAD PO KASARGOD KERALA 671310 | KASARAGOD | KERALA | 671310 | L1 | Accepted-AOC L1 contractor | |
| 2 | L2₹27.6 L+₹1.0 L (3.81%)Rejected-Finance | L2 | Rejected-Finance Not L1 Contractor | |
| 3 | L3₹28.6 L+₹2.0 L (7.59%)Rejected-Finance PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 | MALAPPURAM | KERALA | 676517 | L3 | Rejected-Finance Not L1 Contractor | |
| 4 | L4₹29.4 L+₹2.8 L (10.4%)Rejected-Finance KOUSTHUBAM 31 76A 1 MAYANAD KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | L4 | Rejected-Finance Not L1 Contractor | |
| 5 | L5₹30.4 L+₹3.8 L (14.2%)Rejected-Finance | L5 | Rejected-Finance Not L1 Contractor |
Tender Value
₹33.1 L
EMD Value
₹66,752
Closing Date
27 Feb 2024, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Providing motorable pathway connecting mega hostel 1 to 100 numbers residential quarters
2024_NITC_793967_1
Engg/D1/288/2023-24
Open Tender
Civil Works
Item Rate
75 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹66,752
Yes
17 May 2024
6 Feb 2024
29 Feb 2024
6 Feb 2024
27 Feb 2024
6 Feb 2024
Amount
EARTH WORK
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
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Filling quarry muck in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :Details of cost for 10 cum.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 1Km and lift upto 1.5m etc. complete.including conveying the earth upto 1KM
CEMENT CONCRETE (CAST IN SITU)
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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
REINFORCED CEMENT CONCRETE
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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
STONE WORK
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
STEEL WORK
Steel work in built up 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.
GI Tubular TATA or equvalent
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand):
Flush/ Ruled pointing
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
Water thinnable cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
On steel work
ROAD WORK
Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sandbedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per requiredsize and pattern, finishing and sweeping extra sand. complete all asper direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern.
WATER SUPPLY
Providing and fixing Polyvinyl Chloride (PVC) pipes, including all PVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
110 mm nominal dia Pipes (4kg/cm2)
VINEESH E
SIRAJUDHEEN P.P.
Celmech Engineering Pvt.Ltd
PRAJEESH V K
E K IBRAHIMKUTTY
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