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| Sl No | Description | Qty | Unit | mathew om L1 | M P YACOB L2 |
|---|---|---|---|---|---|
| 1.00construction of collapsed compound wall | |||||
| 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 | 10 | sqm | 20 ₹200 Lowest | 30 ₹300 |
| 1.02 | 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 100 | sqm | 15 ₹1,500 Lowest | 30 ₹3,000 |
| 1.03 | 15.2.2 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | 6 | cum | 150 ₹900 Lowest | 1,000 ₹6,000 |
| 1.04 | 15.7.4
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 cement mortar | 15 | cum | 100 ₹1,500 Lowest | 500 ₹7,500 |
| 1.05 | Cleaning of existing RR foundation, repairing, patching and filling voids with stone chips and covering
with cement mortar in ratio 1:6 and surface preparation of existing RR foundation with cement concrete in
ratio 1:3:6 (1 cement : 3 coarse sand<br>: 6 graded stone aggregate 20 mm nominal size) for 3 cm for
new masonry work | 72 | sqm | 170 ₹12,240 Lowest | 350 ₹25,200 |
| 1.06 | 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 | 6.3 | cum | 250 ₹1,575 Lowest | 500 ₹3,150 |
| 1.07 | 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 : 8 graded stone aggregate 40
nominal size) | 0.7 | cum | 7,000 ₹4,900 Lowest | 7,000 ₹4,900 Lowest |
| 1.08 | 60.7.9
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). | 7.2 | cum | 2,500 ₹18,000 Lowest | 4,500 ₹32,400 |
| 1.09 | 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) | 3.6 | cum | 4,500 ₹16,200 Lowest | 8,000 ₹28,800 |
Tender Value
₹7.1 L
EMD Value
₹17,850
Closing Date
15 Jan 2025, 5:00 pmClosed
Managing Director, KINFRA
TC 31/2312, Kinfra House, Sasthamangalam , Thiruvananthapuram
Maintenance and Reconstruction of Collapsed Compound Wall of Kinfra Petrochemical park,Ambalamughal.Kochi
2024_KINFR_721330_1
KINFRA/PCP/35/2024-25
Open Tender
Civil Works - Others
Item Rate
60 days
Kinfra Petrochemical Park, Ambalamughal
As per NIT
2 documents required · 2 mandatory
₹1,685
₹17,850
kinfra Petrochemical park, Ambalamughal
22 Oct 2025
30 Dec 2024
17 Jan 2025
30 Dec 2024
15 Jan 2025
8 Jan 2025
7 Jan 2025
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