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| Sl No | Description | Qty | Unit | Saji Jose L3 | BIJO K P L2 | SABU N K L1 |
|---|---|---|---|---|---|---|
| 1.00Vayojana Park | ||||||
| 1.00 | 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 | 16.8 | cum | 311 ₹5,224.8 | 291 ₹4,888.8 Lowest | 324 ₹5,443.2 |
| 1.00 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 91.7 | cum | 280 ₹25,674.88 | 247 ₹22,648.91 | 100 ₹9,169.6 Lowest |
| 1.00 | OD513083/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good quality blased rubble including packing to compactness to lines and levels cost and conveyance of all materials direction of departmental officer at site | 30.43 | cum | 3,452 ₹1,05,027.1 | 3,233 ₹98,364.03 Lowest | 3,550 ₹1,08,008.75 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10.8 | sqm | 334 ₹3,607.2 | 313 ₹3,380.4 Lowest | 350 ₹3,780 |
| 1.00 | 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) | 2.75 | cum | 7,983 ₹21,953.25 | 7,477 ₹20,561.75 Lowest | 8,000 ₹22,000 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 72.16 | cum | 385 ₹27,781.6 | 361 ₹26,049.76 | 200 ₹14,432 Lowest |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 7.81 | cum | 6,582 ₹51,418.58 | 6,165 ₹48,160.98 Lowest | 7,200 ₹56,246.4 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
13 Mar 2026, 3:00 pmClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
207.25-26 -VAYOJANA PARK CONSTRUCTION
2026_LSGD_843934_1
AE/LIDEW/ETENDER/KRY/119/25-26
Open Tender
Civil Works - Others
Item Rate
240 days
MANJUVAYAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,356
Yes
18 Jun 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Vayojana Park
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
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
OD513083/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good quality blased rubble including packing to compactness to lines and levels cost and conveyance of all materials direction of departmental officer at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
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