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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAdmitted-Finance KOUSTHUBAM 31 76A 1 MAYANAD KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | L1 | Admitted-Finance | |
| 2 | L2₹52.6 L+₹54,850 (1.05%)Admitted-Finance DEVOM KADAVATH POLLAPOIL KODAKKAD PO KASARGOD KERALA 671310 | KASARAGOD | KERALA | 671310 | L2 | Admitted-Finance | |
| 3 | L3₹58.2 L+₹6.1 L (11.8%)Admitted-Finance PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 | MALAPPURAM | KERALA | 676517 | L3 | Admitted-Finance | |
| 4 | L4₹60.7 L+₹8.6 L (16.5%)Admitted-Finance KOZHIKALPARAMBATH H KOTTAPARAMBA PO KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SIRAJUDHEEN P.P. L3 | kp mohankumar L4 | Jayakumar V V L2 | Celmech Engineering Pvt.Ltd L1 |
|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||||
| 1.01Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed by EIC. | |||||||
| 1.01 | All kinds of soil. | 40 | cum | 300 ₹12,000 Lowest | 350 ₹14,000 | 300 ₹12,000 Lowest | 450 ₹18,000 |
| 1.02 | 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., for all lead and lift : | 35 | Cum | 2,645 ₹92,575 | 1,500 ₹52,500 | 1,200 ₹42,000 Lowest | 1,500 ₹52,500 |
| 1.03 | 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 | 9 | Cum | 460 ₹4,140 | 340 ₹3,060 | 200 ₹1,800 Lowest | 600 ₹5,400 |
| 2.00CEMENT CONCRETE (CAST IN SITU) | |||||||
| 2.01Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 2.01 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | cum | 8,000 ₹1,60,000 Lowest | 8,750 ₹1,75,000 | 9,000 ₹1,80,000 | 9,500 ₹1,90,000 |
| 2.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 6 | cum | 6,812 ₹40,872 Lowest | 8,000 ₹48,000 | 7,800 ₹46,800 | 8,500 ₹51,000 |
| 3.00REINFORCED CEMENT CONCRETE | |||||||
Tender Value
₹54.2 L
EMD Value
₹1.1 L
Closing Date
2 Dec 2025, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Renovation of basketball courts between creative zone and CCC including sports flooring, fencing and step gallery.
2025_NITC_885074_1
Engg/D1/JE3/455/2025-26
Open Tender
Civil Works
Item Rate
120 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.1 L
Yes
10 Dec 2025
11 Nov 2025
4 Dec 2025
11 Nov 2025
2 Dec 2025
11 Nov 2025
Amount
EARTH WORK
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed by EIC.
All kinds of soil.
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., for all lead and lift :
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-Ill) 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-Ill) derived from natural sources: 8 graded stone aggregate 40 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
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.
MASONRY WORK
Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer
For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc.
using blocks of 200mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand)
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
FLOORING
Supply of acrylic surface (8 layer) with total thickness of 2.40 to 2.90mm depending on the base condition approved by ITF consisting of a primer coat (if required), filling of cracks, pores and leveling surface with suitable acrylic resurfacer/pore filler, multiple layers of cushion system for shock absorption, two layers of acrylic colour layer with game line markings to differentiate between playing area and non playing area. The rate includes all taxes, duties, levies, excise duty and other charges. Design, supply of material, installation, testing and commissioning of synthetic acrylic surface for courts including laying of sythetic surface over the base with all ancillary works, all according to the methodology, drawings and specifications, including line markings as per standards etc all complete.
Providing & laying vacuum dewatered flooring using M20 grade reinforced cement concrete, 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including vibrating concrete by using screed vibrator and vacuum dewatering using approved make equipment and finishing the top surface to required level and grade using power trowels of standard make. Rate to include for Surface Hardener 400ml per 50kg bag of cement, covering the finished concrete surface and curing. (Payment for steel and shuttering will be paid separately)
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
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 @ 0.90 litre/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
REPAIRS TO BUILDING
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, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1cement: 4 coarse sand)
Dismantling and Demolishing
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside the campus at contractor's account as per direction of Engineer-in-charge.
In cement mortar
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside the campus at contractor's account as per direction of Engineer-in-charge :
In cement mortar
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking anywhere in the campus.
ROAD WORK
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
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 50 mm 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.
60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
WATER SUPPLY
Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work
10kgf/cm2 Pressure rating
110mm nominal dia pipes
Jayakumar V V (BID ID -3326483)
SIRAJUDHEEN P.P. (BID ID -3326156)
kp mohankumar (BID ID -3326685)
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