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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC MANICHOLA VAKKALUR AREAKODE | KANNUR | KERALA | 670612 | ₹7.2 L | L1 | Accepted-AOC Work Awarded to the Lowest rate quoted bidder |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.5 L
EMD Value
₹23,900
Closing Date
23 May 2026, 5:00 pmClosed
Preveen.P.Divisional Forest Officer,Nemmara
Preveen P Divisional Forest Officer Nemmara Ayinamppadam Palakkad 678508
Cost of construction of 95 Permanent Cairns along the various forest boundaries under Choolannur Section of Alathur Range during 2026-27
2026_FD_851175_1
KFDDO/32079/2026-DFONMR/D
Open Tender
Civil Works - Others
Percentage
270 days
Choolannur
Please refer the E-Tender Notification and Condition
9 documents required · 9 mandatory
₹2,000
₹23,900
7 Jul 2026
15 May 2026
26 May 2026
15 May 2026
23 May 2026
15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | M2 | 18.19 | - |
| 2 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
1.2m x 1.2m x 0.2 m = 0.288 M³
95 Nos x 0.288 m3 = 27.36 M³ | 1 | M3 | 257.63 | ₹257.37 |
| 3 | Random rubble masonry with locally collected hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)
1.2m {(1.2mx1.2m)+(0.6mx0.6m) +
3 √ 1.2mx1.2mx0.6mx0.6m} = 1.008 M³
95 Nos x 1.008 m³ = 95.76 M³ | - | M3 | 6,374.27 | - |
| 4 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
0.6m x 0.6m = 0.36 M²
95 Nos x 0.36 M² = 34.2 M² | - | M2 | 469.22 | - |
| 5 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
(1.20m + 0.60m) x1.24m x 4 = 4.464 M²
2
95 Nos x 4.464 M² = 424.08 M² | 1 | M2 | 400.47 | ₹400.07 |
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