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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.0 LAccepted-AOC | ₹24.0 L | 1 | Accepted-AOC L1 |
| 2 | 2₹25.0 LRejected-AOC | ₹25.0 L | 2 | Rejected-AOC L2 |
| 3 | 3₹25.0 LRejected-Finance | ₹25.0 L | 3 | Rejected-Finance L3 |
| 4 | 4₹25.2 LRejected-Finance ARUVEETTIL HOUSE KARUVAMBRAM PO ACHIPILAKKAL MANJERI 3 MALAPPURAM 676123 | MANJERI | MALAPPURAM | KERALA | 676123 | ₹25.2 L | 4 | Rejected-Finance L4 |
| 5 | 5₹27.7 LRejected-Finance KALLANKODAN HOUSE VAKARI PO SULTHAN BATHERY WAYANAD PIN 673 592 | SULTHAN BATHERY | WAYANAD | KERALA | 673592 | ₹27.7 L | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MOHAMMED FIROS K L1 | K K SAIDALAVI L5 | B J High Tech Labour Contract and Construction Co-Operative Society Ltd L6 | ABDUL HAMEED KT L3 | Favas Aruveettil L4 | M P Babu L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 25 | sqm | 283.86 ₹7,096.5 | 123.36 ₹3,084 | 125 ₹3,125 | 50 ₹1,250 Lowest | 90 ₹2,250 | 111.16 ₹2,779 |
| 2.00 | 2.8.1 : 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 500 | cum | 104.15 ₹52,074.25 | 330.5 ₹1,65,250 | 335 ₹1,67,500 | 100 ₹50,000 Lowest | 300 ₹1,50,000 | 297.97 ₹1,48,985 |
| 3.00 | 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | cum | 7,638.9 ₹1,52,778.05 | 8,490 ₹1,69,800 | 8,610 ₹1,72,200 | 7,400 ₹1,48,000 Lowest | 8,525 ₹1,70,500 | 7,650.46 ₹1,53,009.2 |
| 4.00 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.5 | sqm | 320.55 ₹2,083.57 | 355 ₹2,307.5 | 360 ₹2,340 | 500 ₹3,250 | 373 ₹2,424.5 | 319.86 ₹2,079.09 Lowest |
| 5.00 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 8 | sqm | 825.6 ₹6,604.78 | 927 ₹7,416 | 941 ₹7,528 | 600 ₹4,800 Lowest | 712 ₹5,696 | 835.41 ₹6,683.28 |
| 6.00 | 5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.25 | cum | 8,684.99 ₹19,541.22 | 9,640 ₹21,690 | 9,789 ₹22,025.25 | 9,000 ₹20,250 | 8,651 ₹19,464.75 Lowest | 8,688.2 ₹19,548.45 |
| 7.00 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | 10,471.57 ₹10,471.57 | 11,741 ₹11,741 | 11,920 ₹11,920 | 9,000 ₹9,000 Lowest | 9,318 ₹9,318 | 10,579.62 ₹10,579.62 |
| 8.00 | 5.22.6 : 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 | 380 | Kg. | 93.97 ₹35,710.12 | 103 ₹39,140 | 104 ₹39,520 | 90 ₹34,200 Lowest | 91 ₹34,580 | 93.13 ₹35,389.4 |
| 9.00 | 10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 3,850 | Kg. | 161.38 ₹6,21,299.53 | 178.2 ₹6,86,070 | 181 ₹6,96,850 | 140 ₹5,39,000 | 130 ₹5,00,500 Lowest | 160.92 ₹6,19,542 |
| 10.00 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 6,950 | Kg. | 96.82 ₹6,72,926.8 | 107 ₹7,43,650 | 108 ₹7,50,600 | 130 ₹9,03,500 | 120 ₹8,34,000 | 96.66 ₹6,71,787 Lowest |
Tender Value
₹28.1 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 6:00 pmClosed
Executive Engineer (Civil)
Office of the Executive Engineer (Civil) Engineering Department University of Calicut Calicut University P O Malappuram District Kerala 673635
Providing Chain linked fabric fencing around the Ladies Hostel at ITSR Chethalayam, Wayanad
2026_UoC_832154_1
D1/1425/2025
Open Tender
Civil Works - Others
Item Rate
60 days
ITSR, CHETHLAYAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
Yes
₹50,000
Yes
16 Jul 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - |
| 2 | 2.8.1 : 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 3 | 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 4 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 5 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 6 | 5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 7 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 8 | 5.22.6 : 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 | - | Kg. | - | - |
| 9 | 10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | - | Kg. | - | - |
| 10 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | Kg. | - | - |
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