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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-Finance | ₹42.1 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹43.8 LAccepted-Finance | ₹43.8 L | L2 | Accepted-Finance Second Lowest |
| Sl No | Description | Qty | Unit | JABBAR L2 | mohammed razin vp L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.00 | 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 | 308 | sqm | 18 ₹5,544 | 17 ₹5,236 |
| 1.00 | 15.7.2
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 lime mortar with old mughal bricks | 1.5 | cum | 1,827 ₹2,740.50 | 1,755 ₹2,632.50 |
| 1.00 | 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 | 63.13 | cum | 255 ₹16,098.66 | 245 ₹15,467.34 |
| 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) | 0.36 | cum | 9,153 ₹3,295.08 | 8,794 ₹3,165.84 |
| 1.00 | 4.1.4
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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.27 | cum | 8,981 ₹11,441.79 | 8,629 ₹10,993.35 |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 16.19 | sqm | 7,861 ₹1.3 L | 7,554 ₹1.2 L |
| 1.01 | 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) | 19.26 | cum | 8,268 ₹1.6 L | 7,945 ₹1.5 L |
| 1.01 | 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. | 34.47 | cum | 316 ₹10,891.57 | 303 ₹10,443.50 |
| 1.01 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 28.32 | sqm | 383 ₹10,846.56 | 368 ₹10,421.76 |
Tender Value
₹44.2 L
EMD Value
₹50,000
Closing Date
18 May 2026, 2:00 pmClosed
REGIONAL ENGINEER- 8111882868
KERALA STATE NIRMITHI KENDRA OPP GOVT POLYTECHNIC COLLEGE STAFF QUARTERS KODUMBU P O PALAKKAD
PCC, RCC, Random Rubble Masonry, Solid Block Masonry, Plastering steel windows and doors , Grill Works, door frame and 30 mm shutter of Solid PVC, Aluminium Works, Tile, Putty, Painting, Railing, Interlock , plumbing and electrical
2026_KSNK_849639_1
KSNK/T/PKD/JAKULPLY-60(R)/2026
Open Tender
Civil Works - Buildings
240 days
Kulappully
Refer NIT
5 documents required · 5 mandatory
₹2,500
₹50,000
Yes
4 Jun 2026
8 May 2026
19 May 2026
8 May 2026
18 May 2026
8 May 2026
8 May 2026 - 18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 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 | - | - |
| 1.002 | 15.7.2
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 lime mortar with old mughal bricks | - | cum | - | - |
| 1.003 | 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 | 0.8 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 4.1.4
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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | - | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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