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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC L1 .hence accepted |
| 2 | L2₹5.5 L+₹931 (0.17%)Rejected-AOC | ₹5.5 L+₹931 (0.17%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P.P. NAJEEBURAHMAN L1 | MMD POWERBOAT MARINES PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00SETTING UP OF SITE | |||||
| 1.01 | 60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 7.2 | cum | 700 ₹5,040 Lowest | 840 ₹6,048 |
| 1.02 | OD301504/2025-2026
Engaging man coolies
. | 5 | Day | 900 ₹4,500 Lowest | 1,500 ₹7,500 |
| 1.03 | OD301420/2025-2026
JCB Work including labor, conveyance etc
. | 60 | Hour | 1,200 ₹72,000 Lowest | 2,000 ₹1,20,000 |
| 1.04 | 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 | 12.2 | cum | 240 ₹2,928 Lowest | 900 ₹10,980 |
| 1.05 | 60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 7.2 | cum | 1,600 ₹11,520 Lowest | 8,000 ₹57,600 |
| 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) | 10.57 | cum | 7,600 ₹80,370 Lowest | 9,000 ₹95,175 |
| 1.07 | 16.78.3
Construction of granular sub- base by Providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per specifications
and directions of Engineer-in- Charge.With material c | 67.48 | cum | 3,000 ₹2,02,428 | 1,900 ₹1,28,204.4 Lowest |
| 1.08 | 16.1
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne
capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and
consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 674.75 | cum | 200 ₹1,34,951 | 120 ₹80,970.6 Lowest |
| 1.09 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 12 | Sqm | 340 ₹4,080 Lowest | 550 ₹6,600 |
Tender Value
₹5.7 L
EMD Value
₹14,195
Closing Date
18 Feb 2026, 3:00 pmClosed
Regional Engineer
KESNIK Wayanad
Dismantling DR, JCB Work, DR,RR masonry, GSB
2026_KSNK_834877_1
KSNK/TECH/WYD/DTPC-46 R1/2026
Open Tender
Civil Works - Others
Item Rate
60 days
Pookode Lake, Lakkidi, Kunnathidavaka, Ker
Refer NIT
5 documents required · 5 mandatory
₹1,136
₹14,195
Yes
26 Mar 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
9 Feb 2026 - 18 Feb 2026
SETTING UP OF SITE
60.7.3 DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD301504/2025-2026 Engaging man coolies .
OD301420/2025-2026 JCB Work including labor, conveyance etc .
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
60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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)
16.78.3 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material c
16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposal of surplus earth with lead upto 50 metres.
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
8.2.2.2 Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm For Seating around the tree
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