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| Sl No | Description | Qty | Unit | SATHYAN K L2 | Ajith V K L1 |
|---|---|---|---|---|---|
| 1.00wash room construction | |||||
| 1.00 | OD161136/2026-2027:Demolishing Laterite 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 | 0.29 | cum | 1,987.85 ₹580.45 | 1,942.13 ₹567.1 Lowest |
| 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 | 2.24 | cum | 240.45 ₹537.89 | 234.92 ₹525.52 Lowest |
| 1.00 | OD161199/2026-2027: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) | 1.5 | cum | 6,496.02 ₹9,757.02 | 6,346.61 ₹9,532.61 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. | 0.47 | cum | 297.24 ₹139.41 | 290.4 ₹136.2 Lowest |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.35 | cum | 7,806.93 ₹2,771.46 | 7,627.37 ₹2,707.72 Lowest |
| 1.01 | 13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | 7.91 | sqm | 470.71 ₹3,723.32 | 459.88 ₹3,637.65 Lowest |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 0.22 | cum | 9,110.1 ₹1,967.78 | 8,900.57 ₹1,922.52 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 | 15.12 | kilogram | 104.93 ₹1,586.54 | 102.52 ₹1,550.1 Lowest |
| 1.01 | 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 | 4.8 | metre | 212.92 ₹1,022.02 | 208.02 ₹998.5 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,278
Closing Date
3 Oct 2026, 6:00 pmClosed
Asst Engineer
Asst Engineer Koodali GP
Proj 321 -Construction Of Wash Room at Koodali FHC
2026_LSGD_870011_7
TN-02/AE/LSGD/KDLY/2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Koodali
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,278
Yes
6 Oct 2026
18 Sept 2026
5 Oct 2026
18 Sept 2026
3 Oct 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1wash room construction | |||||
| 1.001 | OD161136/2026-2027:Demolishing Laterite 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 | 0.29 | cum | - | - |
| 1.002 | 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 | 2.24 | cum | - | - |
| 1.003 | OD161199/2026-2027: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) | 1.5 | cum | - | - |
| 1.004 | 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. | 0.47 | cum | - | - |
| 1.005 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.36 | cum | - | - |
| 1.006 | 13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | 7.91 | sqm | - | - |
| 1.007 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 0.22 | cum | - | - |
| 1.008 | 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 | 15.12 | kilogram | - | - |
| 1.009 | 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 | 4.8 | metre | - | - |
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