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| Sl No | Description | Qty | Unit | NIJIL M L2 | Ajith V K L1 |
|---|---|---|---|---|---|
| 1.00footpath | |||||
| 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 | 24.9 | cum | 352.53 ₹8,779.41 | 335.74 ₹8,361.27 Lowest |
| 1.00 | OD438342/2025-2026:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie
where ever necessary where pumping with engine and pump set not possible | 3 | Day | 1,060.53 ₹3,181.59 | 1,010.03 ₹3,030.09 Lowest |
| 1.00 | OD438343/2025-2026:60.2.2. Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of
staff etc complete | 10 | hour | 447.57 ₹4,475.7 | 426.26 ₹4,262.6 Lowest |
| 1.00 | OD438363/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size
in cement mortar 1:6 for foundation and basement including all cost of materials, labour
charges etc. (MOD 50.6.7.1 of DAR) | 54.83 | cum | 6,820.82 ₹3,73,951.46 | 6,496.02 ₹3,56,144.3 Lowest |
| 1.00 | 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. | 24.9 | cum | 312.1 ₹7,772.54 | 297.24 ₹7,402.46 Lowest |
| 1.01 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 82.5 | sqm | 9.09 ₹749.93 | 8.66 ₹714.45 Lowest |
| 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. | 4.3 | cum | 436.8 ₹1,880.42 | 416 ₹1,790.88 Lowest |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.48 | cum | 9,764.65 ₹14,412.62 | 9,299.67 ₹13,726.31 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 118.08 | kilogram | 110.18 ₹13,010.05 | 104.93 ₹12,390.13 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
3 Mar 2026, 6:00 pmClosed
Asst Engineer
Asst Engineer Koodali GP
Proj 330 Construction of Footpath at Muttannur Palakeethazhe Edayannur
2026_LSGD_839150_12
TN-10/AE/LSGD/KDLY/2025-2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Koodali
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
22 Jul 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1footpath | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD438342/2025-2026:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie
where ever necessary where pumping with engine and pump set not possible | - | Day | - | - |
| 1.003 | OD438343/2025-2026:60.2.2. Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of
staff etc complete | - | hour | - | - |
| 1.004 | OD438363/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size
in cement mortar 1:6 for foundation and basement including all cost of materials, labour
charges etc. (MOD 50.6.7.1 of DAR) | - | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
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