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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.9 LAccepted-AOC MASTHIKUND HOUSE CHENGALA POST KASARAGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹59.9 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹62.7 L+₹2.8 L (4.64%)Rejected-AOC | ₹62.7 L+₹2.8 L (4.64%) | L2 | Rejected-AOC second lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Third lowest |
| Sl No | Description | Qty | Unit | ABDUL SATHAR B A L2 | ABDUL NAZAR M A L1 | ABOOBACKER K L3 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 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 | 375 | sqm | 14 ₹5,250 | 8 ₹3,000 Lowest | 15.76 ₹5,910.65 |
| 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 | 208 | sqm | 100 ₹20,800 Lowest | 100 ₹20,800 Lowest | 116.33 ₹24,197.1 |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 152.99 | cum | 590 ₹90,264.69 | 400 ₹61,196.4 Lowest | 569.08 ₹87,063.47 |
| 1.00 | 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) | 28.66 | cum | 7,000 ₹2,00,627 | 6,000 ₹1,71,966 Lowest | 6,876.86 ₹1,97,097.77 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.86 | cum | 7,200 ₹34,984.8 | 6,500 ₹31,583.5 Lowest | 7,428.41 ₹36,094.66 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 116.66 | sqm | 360 ₹41,996.88 | 280 ₹32,664.24 Lowest | 334.75 ₹39,051.13 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 39.3 | sqm | 720 ₹28,296 | 670 ₹26,331 Lowest | 727.84 ₹28,603.94 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 281.46 | sqm | 720 ₹2,02,651.92 | 650 ₹1,82,949.65 Lowest | 661.32 ₹1,86,136.96 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 150.76 | sqm | 780 ₹1,17,592.02 Lowest | 800 ₹1,20,607.2 | 874.29 ₹1,31,806.89 |
Tender Value
₹68.5 L
EMD Value
₹50,000
Closing Date
11 Mar 2026, 5:30 pmClosed
Managing Director
KHRWS, General Hospital Campus, Red cross road, Tvpm - 695035
NAM - CONSTRUCTION OF TEACHING PHARMACY FOR GOVT AYURVEDA COLLEGE PARIYARAM - KANNUR DISTRICT - CIVIL AND ELECTRICAL WORK
2026_KHRWS_843803_1
64/2025-26/KHRWS
Open Tender
Civil Works - Buildings
Item Rate
300 days
Pariyaram
Registration certificate of KHRWS
8 documents required · 8 mandatory
₹2,500
₹50,000
1 Sept 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.4 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.2 | sqm | - | - |
| 1.007 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.6 | sqm | - | - |
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