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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.0 LAccepted-Finance | ₹21.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹23.7 LAccepted-Finance | ₹23.7 L | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | MUHAMMAD L2 | amaljith vp L1 |
|---|---|---|---|---|---|
| 1.00CIVILWORK | |||||
| 1.01 | 2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in
width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and
lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 76 | sqm | 122 ₹9,272 | 90 ₹6,840 |
| 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 | 31.61 | cum | 330 ₹10,430.31 | 100 ₹3,160.7 |
| 1.03 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 29.53 | cum | 3,665 ₹1,08,242.11 | 3,250 ₹95,985.5 |
| 1.04 | 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) | 12.03 | cum | 7,660 ₹92,149.8 | 7,600 ₹91,428 |
| 1.05 | 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. | 32.84 | cum | 290 ₹9,525.05 | 285 ₹9,360.83 |
| 1.06 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 2.4 | sqm | 920 ₹2,208 | 400 ₹960 |
| 1.07 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 51.83 | sqm | 700 ₹36,279.6 | 399 ₹20,679.37 |
| 1.08 | 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform | 116.84 | sqm | 878 ₹1,02,589.91 | 450 ₹52,580.25 |
| 1.09 | 5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 34.41 | metre | 205 ₹7,054.05 | 100 ₹3,441 |
Tender Value
₹23.9 L
EMD Value
₹50,000
Closing Date
19 Jun 2026, 4:00 pmClosed
PROJECT MANAGER
CIVIL STATION KOZHIKODE
CONSTRUCTION OF NEW BUILDING FOR DISPENSARY IN CONNECTION WITH THE EXISTING BUILDING
2026_DNKKD_845720_2
KDNK/P1094/2026
Open Tender
Civil Works - Buildings
180 days
CHEMBANODA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,800
Yes
₹50,000
Yes
22 Jun 2026
9 Jun 2026
20 Jun 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
9 Jun 2026 - 19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVILWORK | |||||
| 1.01 | 2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in
width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and
lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | 123.26 | - |
| 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 | 1 | cum | 330.41 | ₹330.08 |
| 1.03 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 1 | cum | 3,668.07 | ₹3,664.4 |
| 1.04 | 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) | 1 | cum | 7,663.65 | ₹7,655.99 |
| 1.05 | 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. | 1 | cum | 292.52 | ₹292.23 |
| 1.06 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | 926.37 | ₹925.44 |
| 1.07 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | - | sqm | 700.72 | - |
| 1.08 | 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform | 1 | sqm | 882.92 | ₹882.04 |
| 1.09 | 5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | 209.54 | ₹209.33 |
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