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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | ₹34.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.3 L+₹52,738.14 (1.51%)Rejected-AOC | ₹35.3 L+₹52,738.14 (1.51%) | L2 | Rejected-AOC L2 |
| 3 | L3₹35.4 L+₹56,061.79 (1.61%)Rejected-AOC EDAMULACKAL GP KERALA KL | ERNAKULAM | KERALA | 680667 | ₹35.4 L+₹56,061.79 (1.61%) | L3 | Rejected-AOC L3 |
| 4 | L4₹36.0 L+₹1.2 L (3.33%)Rejected-AOC | ₹36.0 L+₹1.2 L (3.33%) | L4 | Rejected-AOC L4 |
| 5 | L5₹36.3 L+₹1.5 L (4.23%)Rejected-AOC | ₹36.3 L+₹1.5 L (4.23%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | National Biotech L15 | Abhijith Surendran L13 | B Anil Kumar L1 | Barkath Construction L9 | MATHEW JOHN L2 | MUSTHAFA SB L10 | MADATHIL L12 | Veeo Constructions L6 | Dilu K Johnson, D K Constructions L8 | ABLE GROUP TRADING CONTRACTORS L7 | SALIM MUSTHAFA L4 | KERALA AGRO INDUSTRIES CORPORATION LTD. L14 | vishnuraj m s L18 | THE KERALA AGRO INDUSTRIES CORPORATION LTD L17 | EXCELSIOR ENTERPRISES L16 | ANAS A N L5 | NIZARUDEEN L3 | SUMESH B L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00construction of chainlink | |||||||||||||||||||||
| 1.00 | 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 | 68.47 | cum | 400 ₹27,387.2 | 206.8 ₹14,159.18 | 211.29 ₹14,466.6 | 226.43 ₹15,503.21 | 214 ₹14,652.15 | 200 ₹13,693.6 | 350 ₹23,963.8 | 300 ₹20,540.4 | 240 ₹16,432.32 | 224.4 ₹15,364.22 | 218.73 ₹14,976.01 | 401.81 ₹27,511.13 | 360 ₹24,648.48 | 413.94 ₹28,341.64 | 300 ₹20,540.4 | 400 ₹27,387.2 | 180 ₹12,324.24 Lowest | 250 ₹17,117 |
| 1.00 | 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) | 14.95 | cum | 9,818 ₹1,46,730.01 | 8,866.53 ₹1,32,510.29 | 7,574.42 ₹1,13,199.71 | 8,117.49 ₹1,21,315.89 | 7,702 ₹1,15,106.39 | 8,000 ₹1,19,560 | 8,400 ₹1,25,538 | 8,000 ₹1,19,560 | 8,900 ₹1,33,010.5 | 8,044.52 ₹1,20,225.35 | 7,841.34 ₹1,17,188.83 | 10,316.92 ₹1,54,186.37 | 9,200 ₹1,37,494 | 10,626.43 ₹1,58,812 | 8,900 ₹1,33,010.5 | 12,000 ₹1,79,340 | 6,900 ₹1,03,120.5 Lowest | 8,600 ₹1,28,527 |
| 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) | 74.52 | cum | 8,809 ₹6,56,473.11 | 8,226.2 ₹6,13,041.1 | 7,027.56 ₹5,23,714.85 | 7,531.41 ₹5,61,263.27 | 7,147 ₹5,32,615.88 | 7,800 ₹5,81,279.4 | 7,800 ₹5,81,279.4 | 7,000 ₹5,21,661 Lowest | 7,720 ₹5,75,317.56 | 7,463.6 ₹5,56,209.86 | 7,275.2 ₹5,42,169.73 | 9,572.06 ₹7,13,338.63 | 8,800 ₹6,55,802.4 | 9,859.22 ₹7,34,738.65 | 8,400 ₹6,25,993.2 | 11,000 ₹8,19,753 | 7,250 ₹5,40,291.75 | 8,000 ₹5,96,184 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 409.26 | sqm | 300 ₹1,22,778 | 437 ₹1,78,846.62 | 316.69 ₹1,29,608.55 | 339.39 ₹1,38,898.75 | 322 ₹1,31,781.72 | 300 ₹1,22,778 | 400 ₹1,63,704 | 300 ₹1,22,778 | 340 ₹1,39,148.4 | 336.37 ₹1,37,662.79 | 327.85 ₹1,34,175.89 | 431.37 ₹1,76,542.49 | 400 ₹1,63,704 | 444.31 ₹1,81,838.31 | 350 ₹1,43,241 | 700 ₹2,86,482 | 275 ₹1,12,546.5 Lowest | 380 ₹1,55,518.8 |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 10,006.3 | kg | 196 ₹19,61,234.8 | 241 ₹24,11,518.3 | 153.4 ₹15,34,966.42 | 164.39 ₹16,44,935.66 | 156 ₹15,60,982.8 | 170 ₹17,01,071 | 159 ₹15,91,001.7 | 168 ₹16,81,058.4 | 165 ₹16,51,039.5 | 162.92 ₹16,30,226.4 | 158.81 ₹15,89,100.5 | 150.61 ₹15,07,048.84 | 190 ₹19,01,197 | 155.13 ₹15,52,277.32 | 185 ₹18,51,165.5 | 150 ₹15,00,945 Lowest | 157 ₹15,70,989.1 | 165 ₹16,51,039.5 |
| 1.01 | 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 | 95.35 | kilogram | 137 ₹13,062.4 | 108 ₹10,297.37 | 92.21 ₹8,791.85 | 98.81 ₹9,421.14 | 93 ₹8,867.18 | 90 ₹8,581.14 | 100 ₹9,534.6 | 95 ₹9,057.87 | 105 ₹10,011.33 | 97.93 ₹9,337.23 | 95.45 ₹9,100.78 | 129.58 ₹12,354.93 | 110 ₹10,488.06 | 133.47 ₹12,725.83 | 100 ₹9,534.6 | 150 ₹14,301.9 | 80 ₹7,627.68 Lowest | 110 ₹10,488.06 |
| 1.01 | 16.70.1: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 | 1,130 | sqm | 890 ₹10,05,700 | 366.7 ₹4,14,371 Lowest | 883.92 ₹9,98,829.6 | 947.28 ₹10,70,426.4 | 898 ₹10,14,740 | 1,000 ₹11,30,000 | 1,077 ₹12,17,010 | 950 ₹10,73,500 | 900 ₹10,17,000 | 938.78 ₹10,60,821.4 | 915.06 ₹10,34,017.8 | 1,161.94 ₹13,12,992.2 | 1,100 ₹12,43,000 | 1,196.8 ₹13,52,384 | 1,070 ₹12,09,100 | 550 ₹6,21,500 | 925 ₹10,45,250 | 1,000 ₹11,30,000 |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 1,120 | sqm | 176 ₹1,97,120 | 197.4 ₹2,21,088 | 141.17 ₹1,58,110.4 | 144.89 ₹1,62,276.8 | 139 ₹1,55,680 | 150 ₹1,68,000 | 160 ₹1,79,200 | 120 ₹1,34,400 Lowest | 155 ₹1,73,600 | 142.9 ₹1,60,048 | 139.97 ₹1,56,766.4 | 184.13 ₹2,06,225.6 | 160 ₹1,79,200 | 189.65 ₹2,12,408 | 139 ₹1,55,680 | 160 ₹1,79,200 | 130 ₹1,45,600 | 150 ₹1,68,000 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
23 Jul 2026, 4:00 pmClosed
Assistant Executive Engineer(Agri)
O/o Assistant Executive Engineer(Agri), Kureeppuzha , Kavanad P.O, Kollam
Construction of Chain link fencing near regional coconut nursery at DAF Anchal
2026_AGRI_860071_1
ADFW/AXE/KLM/244/25 AE2
Open Tender
Civil Works - Others
Item Rate
300 days
DAF Anchal
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
10 Sept 2026
10 Jul 2026
25 Jul 2026
10 Jul 2026
23 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of chainlink | |||||
| 1.001 | 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 | 0.2 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | 0.2 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.005 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 1 | kg | - | - |
| 1.006 | 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 | 0.4 | kilogram | - | - |
| 1.007 | 16.70.1: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 | - | sqm | - | - |
| 1.008 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | - | sqm | - | - |
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