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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC PARAYIL VALAPPIL VEEDU KOOTANAD P O PALAKKAD 679533 | PALAKKAD | KERALA | 679533 | ₹40.6 L | L1 | Accepted-AOC Work Awarded to the Lowest rate quoted bidder |
| 2 | L2₹42.4 L+₹1.8 L (4.35%)Rejected-AOC ALUNGAL HOUSE ERANHIMANGADU PO AKAMPADAM MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | ₹42.4 L+₹1.8 L (4.35%) | L2 | Rejected-AOC Highest rate |
| 3 | L3₹44.8 L+₹4.1 L (10.2%)Rejected-Finance PUDHIYANKAM | ₹44.8 L+₹4.1 L (10.2%) | L3 | Rejected-Finance Highest rate |
| Sl No | Description | Qty | Unit | MOHAMMED ALI P.V L1 | SUKOOR S L3 | SAFFEEK A L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 120 | M2 | 18 ₹2,160 | 18.92 ₹2,270.4 | 17.92 ₹2,150.4 Lowest |
| 2.00 | Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge | 300 | Kg | 3.8 ₹1,140 Lowest | 4.15 ₹1,245 | 3.93 ₹1,179 |
| 3.00 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-Charge.In mud mortar | 7.68 | M3 | 700 ₹5,376 Lowest | 757.89 ₹5,820.6 | 717.74 ₹5,512.24 |
| 4.00 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 8.55 | M3 | 1,100 ₹9,405 Lowest | 1,245.22 ₹10,646.63 | 1,179.25 ₹10,082.59 |
| 5.00 | 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 | 18.4 | M3 | 355 ₹6,531.65 | 374.11 ₹6,883.25 | 354.29 ₹6,518.58 Lowest |
| 6.00 | RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 7.7 | M3 | 5,650 ₹43,476.75 Lowest | 6,421.31 ₹49,411.98 | 6,081.11 ₹46,794.14 |
| 7.00 | 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) | 12.05 | M3 | 7,550 ₹90,985.05 Lowest | 8,677.23 ₹1,04,569.3 | 8,217.5 ₹99,029.09 |
| 8.00 | DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 96 | Nos | 520 ₹49,920 Lowest | 570.56 ₹54,773.76 | 540.34 ₹51,872.64 |
| 9.00 | 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) | 2.88 | M3 | 7,550 ₹21,728.9 Lowest | 8,250.21 ₹23,744.1 | 7,813.1 ₹22,486.1 |
| 10.00 | 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) | 9.88 | M3 | 10,000 ₹98,750 Lowest | 10,908.32 ₹1,07,719.66 | 10,330.39 ₹1,02,012.6 |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
23 Jun 2026, 5:00 pmClosed
Preveen.P.Divisional Forest Officer,Nemmara
Preveen P Divisional Forest Officer Nemmara Ayinamppadam Palakkad 678508
Cost of Construction of Tourist Amenity Centre with Ticket Counter, Eco Shop, Cafeteria and Toilet Block at Minnamppara Eco Tourism Centre under Thekkady Forest Station of Kollengode Range during 2026-27
2026_FD_856016_1
KFDDO/13166/2026-DFONMR/D
Open Tender
Civil Works - Buildings
Item Wise
365 days
Minnamppara, Nelliyampathy
Please refer the E-Tender Notification and Condition
9 documents required · 9 mandatory
₹2,500
₹50,000
8 Jul 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
| 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 | Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge | - | Kg | 3.99 | - |
| 3 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-Charge.In mud mortar | 1 | M3 | 728.74 | ₹728.67 |
| 4 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | M3 | 1,197.33 | - |
| 5 | 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 | - | M3 | 359.72 | - |
| 6 | RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | - | M3 | 6,174.34 | - |
| 7 | 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) | - | M3 | 8,343.49 | - |
| 8 | DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | - | Nos | 548.62 | - |
| 9 | 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) | - | M3 | 7,932.89 | - |
| 10 | 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) | - | M3 | 10,488.77 | - |
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