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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | ₹6.9 L | L1 | Accepted-AOC BEING THE LOWEST BIDDER HENCE AWARDED |
| 2 | L2₹7.0 L+₹12,427 (1.80%)Rejected-AOC | ₹7.0 L+₹12,427 (1.80%) | L2 | Rejected-AOC BEING THE SECOND LOWEST BIDDER HENCE REJECTED |
| 3 | L3₹7.4 L+₹48,798 (7.07%)Rejected-Finance | ₹7.4 L+₹48,798 (7.07%) | L3 | Rejected-Finance REJECT-THIRD LOWEST BIDDER |
| 4 | L4₹75.7 L+₹68.8 L (996.5%)Rejected-Finance | ₹75.7 L+₹68.8 L (996.5%) | L4 | Rejected-Finance FORTH LOWEST BIDDER |
| 5 | L5₹9.2 L+₹2.3 L (33.7%)Rejected-Finance ARUVEETTIL HOUSE KARUVAMBRAM PO ACHIPILAKKAL MANJERI 3 MALAPPURAM 676123 | MANJERI | MALAPPURAM | KERALA | 676123 | ₹9.2 L+₹2.3 L (33.7%) | L5 | Rejected-Finance HIGHEST BIDDER |
| Sl No | Description | Qty | Unit | C V SKARIAH L3 | KRISHNA DASAN C K L2 | REJITH.R L1 | Favas Aruveettil L5 | MOHAMMED BASITH L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Compound wall and Gate work in Elival Section Under Olavakkode Range During Year 2026-2027 | ||||||||
| 1.01 | 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 | 68 | sqm | 15.9 ₹1,081.2 | 15.11 ₹1,027.48 | 14 ₹952 Lowest | 21 ₹1,428 | 16.28 ₹1,107.04 |
| 1.02 | 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 | 3 | Cum | 225.17 ₹675.51 | 214.09 ₹642.27 | 210 ₹630 Lowest | 309 ₹927 | 230.58 ₹691.74 |
| 1.03 | 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 | 51.84 | cum | 314.4 ₹16,298.5 | 298.92 ₹15,496.01 | 294 ₹15,240.96 Lowest | 393 ₹20,373.12 | 321.95 ₹16,689.86 |
| 1.04 | 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) | 5.28 | Cum | 6,933.35 ₹36,608.09 | 6,592.23 ₹34,806.97 | 6,504 ₹34,341.12 Lowest | 8,666 ₹45,756.48 | 7,099.94 ₹37,487.66 |
| 1.05 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 46.08 | Cum | 3,490.29 ₹1,60,832.56 | 3,318.56 ₹1,52,919.24 | 3,274 ₹1,50,865.92 Lowest | 4,572 ₹2,10,677.76 | 3,574.15 ₹1,64,696.68 |
| 1.06 | 7.1.1
Random rubble masonry with 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:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 12.15 | Cum | 7,292.22 ₹88,600.47 | 6,933.44 ₹84,241.3 | 6,841 ₹83,118.15 Lowest | 8,325 ₹1,01,148.75 | 7,467.42 ₹90,729.2 |
| 1.07 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 14.7 | sqm | 666.76 ₹9,801.37 | 633.95 ₹9,319.07 | 624 ₹9,172.8 Lowest | 833 ₹12,245.1 | 682.78 ₹10,036.83 |
| 1.08 | 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) | 3 | Cum | 8,072.24 ₹24,216.72 | 7,675.09 ₹23,025.27 | 7,572 ₹22,716 Lowest | 10,089 ₹30,267 | 8,266.19 ₹24,798.58 |
| 1.09 | 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 | 704.25 | kg | 98.27 ₹69,206.16 | 93.42 ₹65,790.57 | 91 ₹64,086.29 Lowest | 112 ₹78,875.44 | 100.62 ₹70,864.55 |
Tender Value
₹10.0 L
EMD Value
₹25,000
Closing Date
15 Jul 2026, 5:00 pmClosed
Divisional Forest Officer, Palakkad
Kallekulangara
Construction of compound wall and Gate work in Elival section under Olavakkode Range during 2026-27
2026_FD_858043_1
KFDDO/40789/2026/DFOPKD/D
Open Tender
Civil Works - Others
Item Wise
180 days
Elival section
Please refer tender Notice
8 documents required · 8 mandatory
₹2,000
Yes
₹25,000
Yes
3 Aug 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Compound wall and Gate work in Elival Section Under Olavakkode Range During Year 2026-2027 | |||||
| 1.01 | 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 | - | - |
| 1.02 | 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 | - | Cum | 1 | - |
| 1.03 | 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 | - | - |
| 1.04 | 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 | - | - |
| 1.05 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 1 | Cum | - | - |
| 1.06 | 7.1.1
Random rubble masonry with 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:Cement mortar 1:6 (1 cement : 6 coarse
sand) | - | Cum | 1 | - |
| 1.07 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | 1 | ₹1 |
| 1.08 | 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 | - |
| 1.09 | 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 | - | kg | - | - |
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