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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Finance SIVAJYOTHI ENGOLIPARAMBU KARANTHUR 673571 | KOZHIKODE | KERALA | 673571 | L1 | Admitted-Finance | |
| 2 | L2₹22.4 L+₹28,616 (1.29%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹23.2 L+₹1.1 L (4.77%)Admitted-Finance PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 | MALAPPURAM | KERALA | 676517 | L3 | Admitted-Finance | |
| 4 | L4₹23.9 L+₹1.8 L (8.12%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹27.2 L+₹5.1 L (22.9%)Admitted-Finance EDOLIKUNNATH H CHENNAMANGALUR PO MUKKAM VIA CALICUT 673602 | KOZHIKODE | KERALA | 673602 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CIS GLOBAL INFRATECH PVT LTD L8 | HARISH KUMAR CP L6 | SIRAJUDHEEN P.P. L3 | E K IBRAHIMKUTTY L5 | HRL ENTERPRISES L2 | Favas Aruveettil L7 | BETHLAHEM CONSTRUCTIONS L4 | SIVADASAN N L1 | Jayakumar V V L9 | Celmech Engineering Pvt.Ltd L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||||||||||
| 1.10Earth 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. | |||||||||||||
| 1.11 | All kinds of soil. | 3.92 | cum | 2,300 ₹9,016 | 350 ₹1,372 | 300 ₹1,176 | 300 ₹1,176 | 180 ₹705.6 Lowest | 368 ₹1,442.56 | 250 ₹980 | 180 ₹705.6 Lowest | 300 ₹1,176 | 350 ₹1,372 |
| 1.20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,for all lead and for all lift. | 56 | cum | 450 ₹25,200 | 350 ₹19,600 | 150 ₹8,400 | 250 ₹14,000 | 120 ₹6,720 Lowest | 275 ₹15,400 | 150 ₹8,400 | 190 ₹10,640 | 150 ₹8,400 | 300 ₹16,800 |
| 1.30 | 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. | 560 | sqm | 20 ₹11,200 | 20 ₹11,200 | 15 ₹8,400 | 20 ₹11,200 | 14 ₹7,840 | 18 ₹10,080 | 10 ₹5,600 Lowest | 10 ₹5,600 Lowest | 10 ₹5,600 Lowest | 45 ₹25,200 |
| 2.00CEMENT CONCRETE (CAST IN SITU) | |||||||||||||
| 2.10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||||
| 2.11 | 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) | 6.16 | cum | 8,500 ₹52,360 | 10,500 ₹64,680 | 11,250 ₹69,300 | 10,000 ₹61,600 | 7,600 ₹46,816 Lowest | 9,983 ₹61,495.28 | 9,600 ₹59,136 | 8,000 ₹49,280 | 10,000 ₹61,600 | 10,250 ₹63,140 |
| 2.12 | 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) | 1.12 | cum | 6,500 ₹7,280 | 9,000 ₹10,080 | 9,869 ₹11,053.28 | 8,000 ₹8,960 | 6,400 ₹7,168 | 8,113 ₹9,086.56 | 7,500 ₹8,400 | 6,000 ₹6,720 Lowest | 8,000 ₹8,960 | 7,500 ₹8,400 |
| 3.00REINFORCED CEMENT CONCRETE | |||||||||||||
Tender Value
₹25.8 L
EMD Value
₹51,600
Closing Date
3 Oct 2025, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Construction of parking area for faculty quarters (C, D and E type) at NITC
2025_NITC_876727_1
Engg/D1/JE3/432/2025-26
Open Tender
Civil Works
Item Rate
90 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹51,600
Yes
15 Oct 2025
10 Sept 2025
6 Oct 2025
10 Sept 2025
3 Oct 2025
10 Sept 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.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,for all lead and for all lift.
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.
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 :
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
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
ROOFING
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 (5.5x 55 mm) 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.
FINISHING
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
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
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material outside the campus at contractors expense and stacking of serviceable material within the campus as per direction of Engineer-in-Charge.
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.
80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
HRL ENTERPRISES (BID ID -3291941)
SIRAJUDHEEN P.P. (BID ID -3292450)
BETHLAHEM CONSTRUCTIONS (BID ID -3292619)
E K IBRAHIMKUTTY (BID ID -3292822)
HARISH KUMAR CP (BID ID -3292274)
Favas Aruveettil (BID ID -3292270)
CIS GLOBAL INFRATECH PVT LTD (BID ID -3284836)
Jayakumar V V (BID ID -3287448)
Celmech Engineering Pvt.Ltd (BID ID -3282647)
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