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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-Finance ARABBAL HOUSE EDAPPAL PO MALAPPURAM 679576 | MALAPPURAM | KERALA | 679576 | ₹3.6 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.8 CrAccepted-Finance | ₹3.8 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹3.9 CrRejected-Finance | ₹3.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹3.9 CrRejected-Finance | ₹3.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹4.0 CrRejected-Finance | ₹4.0 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | KENZA Engineering Constructions L4 | Ummer KP L1 | NAMSHAD A. L2 | Velayudhan M L8 | Mountcarve Projects LLP L9 | SRG INFRA PROJECTS LLP L12 | saaj constructions L11 | NISHADALI V.M. L3 | BUILDCON CONSTRUCTION COMPANY LIMITED L5 | ANOOP PATTALATHIL L6 | HRL ENTERPRISES L10 | SHAFEEQ C.A L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 2.31: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 | 2,300 | sqm | 14 ₹32,200 | 10 ₹23,000 Lowest | 14.2 ₹32,652.34 | 15 ₹34,500 | 13 ₹29,900 | 16.2 ₹37,257.7 | 10 ₹23,000 Lowest | 16.7 ₹38,410 | 15 ₹34,500 | 15.01 ₹34,523 | 20 ₹46,000 | 14.8 ₹34,035.1 |
| 2.00 | 2.6.1: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 | 821.6 | cum | 210 ₹1,72,536.84 | 130 ₹1,06,808.52 Lowest | 201.16 ₹1,65,273.17 | 217 ₹1,78,288.07 | 278 ₹2,28,405.91 | 229.53 ₹1,88,583.67 | 230 ₹1,88,968.92 | 236.63 ₹1,94,416.15 | 204 ₹1,67,607.22 | 212.73 ₹1,74,779.82 | 330 ₹2,71,129.32 | 209.68 ₹1,72,272.15 |
| 3.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 117.37 | cum | 6,450 ₹7,57,049.4 | 6,800 ₹7,98,129.6 | 6,194.26 ₹7,27,032.94 Lowest | 6,667 ₹7,82,519.12 | 7,080 ₹8,30,993.76 | 7,067.91 ₹8,29,575.28 | 7,000 ₹8,21,604 | 7,286.51 ₹8,55,232.25 | 6,600 ₹7,74,655.2 | 6,550.57 ₹7,68,853.5 | 7,600 ₹8,92,027.2 | 6,456.58 ₹7,57,821.3 |
| 4.00 | OD279973/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1,294.42 | cum | 6,000 ₹77,66,544 | 5,700 ₹73,78,216.8 | 6,387.78 ₹82,68,494.33 | 6,875 ₹88,99,165 | 6,126 ₹79,29,641.42 | 7,288.73 ₹94,34,701.22 | 7,300 ₹94,49,295.2 | 4,200 ₹54,36,580.8 Lowest | 6,450 ₹83,49,034.8 | 6,755.22 ₹87,44,118.89 | 7,000 ₹90,60,968 | 6,700 ₹86,72,640.8 |
| 5.00 | OD265645/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge. 75 mm dia 6Kgf/cm2 | 757 | metre | 210 ₹1,58,970 | 135 ₹1,02,195 | 201.35 ₹1,52,419.06 | 217 ₹1,64,269 | 186 ₹1,40,802 | 229.74 ₹1,73,916.59 | 400 ₹3,02,800 | 236.85 ₹1,79,295.45 | 275 ₹2,08,175 | 212.93 ₹1,61,188.01 | 50 ₹37,850 Lowest | 209.87 ₹1,58,873.7 |
| 6.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 720.2 | sqm | 550 ₹3,96,110 | 460 ₹3,31,292 Lowest | 595.68 ₹4,29,010.23 | 641 ₹4,61,648.2 | 753 ₹5,42,310.6 | 679.7 ₹4,89,518.79 | 650 ₹4,68,130 | 700.72 ₹5,04,658.54 | 550 ₹3,96,110 | 629.95 ₹4,53,689.99 | 680 ₹4,89,736 | 620.91 ₹4,47,177.94 |
| 7.00 | 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) | 98.52 | cum | 7,500 ₹7,38,900 | 8,000 ₹7,88,160 | 7,211.75 ₹7,10,501.3 Lowest | 7,762 ₹7,64,712.24 | 8,700 ₹8,57,124 | 8,228.91 ₹8,10,711.99 | 8,200 ₹8,07,864 | 8,483.41 ₹8,35,785.55 | 7,900 ₹7,78,308 | 7,626.59 ₹7,51,371.65 | 8,700 ₹8,57,124 | 7,800 ₹7,68,456 |
| 8.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 410.8 | cum | 250 ₹1,02,700.5 | 120 ₹49,296.24 Lowest | 248.67 ₹1,02,154.65 | 268 ₹1,10,094.94 | 204 ₹83,803.61 | 283.74 ₹1,16,562.77 | 200 ₹82,160.4 | 292.52 ₹1,20,167.8 | 270 ₹1,10,916.54 | 262.98 ₹1,08,032.71 | 300 ₹1,23,240.6 | 259.2 ₹1,06,480.69 |
| 9.00 | 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) | 142.46 | cum | 8,500 ₹12,10,944 | 8,800 ₹12,53,683.2 | 8,189.97 ₹11,66,776.44 Lowest | 8,815 ₹12,55,820.16 | 9,600 ₹13,67,654.4 | 9,345.11 ₹13,31,341.2 | 9,200 ₹13,10,668.8 | 9,634.13 ₹13,72,516.7 | 9,300 ₹13,24,915.2 | 8,661.08 ₹12,33,892.1 | 10,100 ₹14,38,886.4 | 8,536.8 ₹12,16,187.04 |
| 10.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 15,495.04 | kilogram | 92 ₹14,25,543.68 | 84 ₹13,01,583.36 | 87.78 ₹13,60,175.16 | 94 ₹14,56,533.76 | 96 ₹14,87,523.84 | 100.16 ₹15,52,017.3 | 100 ₹15,49,504 | 98 ₹15,18,513.92 | 92 ₹14,25,543.68 | 92.83 ₹14,38,404.56 | 80 ₹12,39,603.2 Lowest | 94 ₹14,56,533.76 |
Tender Value
₹4.5 Cr
EMD Value
₹1 L
Closing Date
29 May 2026, 6:00 pmClosed
University Engineer
University of Calicut
GENERAL-CALICUT UNIVERSITY LAND Construction of compound wall around the central portion of main campus University- General Civil Work
2026_UoC_851869_1
D2/1681/2025
Open Tender
Civil Works - Others
Item Rate
300 days
University of Calicut
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,759
₹1 L
4 Jun 2026
20 May 2026
2 Jun 2026
20 May 2026
29 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.31: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 | - | sqm | - | - |
| 2 | 2.6.1: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 | 0.6 | cum | - | - |
| 3 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 0.8 | cum | - | - |
| 4 | OD279973/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.6 | cum | - | - |
| 5 | OD265645/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge. 75 mm dia 6Kgf/cm2 | - | metre | - | - |
| 6 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 7 | 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) | 1 | cum | - | - |
| 8 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.8 | cum | - | - |
| 9 | 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) | 0.6 | cum | - | - |
| 10 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
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