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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | ₹14.3 L Quoted ₹7.0 L | L1 | Accepted-AOC BEING THE LOWEST BIDDER HENCE AWARDED |
| 2 | L2₹7.0 L+₹3,027 (0.43%)Rejected-AOC | ₹7.0 L+₹3,027 (0.43%) | L2 | Rejected-AOC BEING THE HIGHEST BIDDER HENCE REJECTED |
| 3 | L3₹7.1 L+₹11,506 (1.65%)Rejected-Finance POKKULANGARA PO THRISSUR | THRISSUR | THRISSUR | KERALA | 680615 | ₹7.1 L+₹11,506 (1.65%) | L3 | Rejected-Finance Being the 3 lowest bidder hence rejected |
| 4 | L4₹7.3 L+₹27,524 (3.94%)Rejected-Finance | ₹7.3 L+₹27,524 (3.94%) | L4 | Rejected-Finance Being the 3 lowest bidder hence rejected |
| Sl No | Description | Qty | Unit | KRISHNA DASAN C K L2 | shanto jose L4 | ANWAR V A L1 | Sarath v L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Truss Roof works and Vehicle Shed and Interlock Floor Tiling works in Type-4 Family Quarters Building 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 | 229.5 | sqm | 15.29 ₹3,509.05 | 15.82 ₹3,630.69 | 15.23 ₹3,494.14 Lowest | 16 ₹3,672 |
| 1.02 | 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 | 29.3 | Cum | 302.52 ₹8,863.84 | 312.95 ₹9,169.43 | 301.09 ₹8,821.81 Lowest | 312 ₹9,141.6 |
| 1.03 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 20 | cum | 267.83 ₹5,356.6 | 277.06 ₹5,541.2 | 266.56 ₹5,331.19 Lowest | 276 ₹5,520 |
| 1.04 | 16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.
paver block of M-30 grade with approved color design and pattern. | 144 | sqm | 1,066.47 ₹1,53,571.68 | 1,103.24 ₹1,58,866.56 | 1,061.4 ₹1,52,841.56 Lowest | 1,100 ₹1,58,400 |
| 1.05 | 13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two
or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm) | 162.5 | sqm | 175.98 ₹28,596.75 | 182.05 ₹29,583.13 | 175.15 ₹28,461.98 Lowest | 180 ₹29,250 |
| 1.06 | OD71726/2026-2027
Coolie worker | 5 | each | 910.11 ₹4,550.55 | 941.49 ₹4,707.45 | 905.78 ₹4,528.92 | 900 ₹4,500 Lowest |
| 1.07 | Laying GSB Works
4.1.B.2
Construction of granular sub-base by providing graded material, spreading in uniform
layers with a motor grader on a prepared surface, mixing by mix in-place method with
rotavator at OMC, and compacting with a vibratory roller to achieve the desired
density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer -
Mix in Place Method | 26.7 | Cum | 3,110.66 ₹83,054.62 | 3,217.92 ₹85,918.46 | 3,095.87 ₹82,659.74 Lowest | 3,200 ₹85,440 |
| 1.08 | Truss Roof Works
50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)
trusses etc., 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 | 924.4 | kg | 194.21 ₹1,79,527.72 | 200.9 ₹1,85,711.96 | 193.29 ₹1,78,675.81 Lowest | 200 ₹1,84,880 |
| 1.09 | 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 | 367.6 | kg | 157.3 ₹57,823.48 | 162.73 ₹59,819.55 | 156.56 ₹57,551.77 Lowest | 159.5 ₹58,632.2 |
Tender Value
₹9.9 L
EMD Value
₹25,000
Closing Date
8 Jul 2026, 5:00 pmClosed
Divisional Forest Officer, Palakkad
Kallekulangara
Construction of Truss roof works, vehicle shed and Interlock floor tiling works in Type IV family quarters building under Olavakkode Range during 2026-27
2026_FD_858245_1
D-898/2026
Open Tender
Civil Works - Others
Item Wise
120 days
Thanavu-Olavakkode
Please refer tender notice
8 documents required · 8 mandatory
₹2,000
Yes
₹25,000
Yes
28 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Truss Roof works and Vehicle Shed and Interlock Floor Tiling works in Type-4 Family Quarters Building 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 | 2.8.1
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 | - | - |
| 1.03 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.04 | 16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.
paver block of M-30 grade with approved color design and pattern. | - | sqm | 1 | - |
| 1.05 | 13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two
or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm) | - | sqm | 1 | - |
| 1.06 | OD71726/2026-2027
Coolie worker | - | each | - | - |
| 1.07 | Laying GSB Works
4.1.B.2
Construction of granular sub-base by providing graded material, spreading in uniform
layers with a motor grader on a prepared surface, mixing by mix in-place method with
rotavator at OMC, and compacting with a vibratory roller to achieve the desired
density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer -
Mix in Place Method | 1 | Cum | 1 | ₹1 |
| 1.08 | Truss Roof Works
50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)
trusses etc., 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 | - | - |
| 1.09 | 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 | - | kg | - | - |
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