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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.1 L+₹2,903.83 (2.84%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K. MANOHARAN L1 | PATHIRIYAD LABOUR CONTRACT COOPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|
| 1.00COMPLETION WORK | |||||
| 1.00 | 15.7.1: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 mud mortar | 4.8 | cum | 598.53 ₹2,872.94 Lowest | 615.54 ₹2,954.59 |
| 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 | 12 | cum | 211.6 ₹2,539.2 Lowest | 217.61 ₹2,611.32 |
| 1.00 | OD350203/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 2.88 | cum | 3,018.1 ₹8,692.13 Lowest | 3,103.84 ₹8,939.06 |
| 1.00 | OD349793/2025-2026: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) | 11.73 | cum | 5,716.5 ₹67,043.11 Lowest | 5,878.9 ₹68,947.74 |
| 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) | 0.03 | cum | 7,585.81 ₹242.75 Lowest | 7,801.32 ₹249.64 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.16 | sqm | 317.16 ₹50.75 Lowest | 326.17 ₹52.19 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 29.7 | kg | 146.55 ₹4,352.54 Lowest | 150.71 ₹4,476.09 |
| 1.01 | OD359755/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 12 | per metre | 124.74 ₹1,496.88 Lowest | 128.28 ₹1,539.36 |
| 1.01 | 50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | 10 | metre | 304.96 ₹3,049.6 Lowest | 313.62 ₹3,136.2 |
Tender Value
₹1.2 L
EMD Value
₹2,904
Closing Date
18 Sept 2026, 3:00 pmClosed
Assistant Engineer Vengad GP
Assistant Engineer Vengad GP
Annual Plan-Vengad GP Project No.317/2025-26-Construction of compound wall at Kelaloor Anganwadi-General Civil Work- Tender
2026_LSGD_868125_13
TEN01/2026-27/AE/LIDEW/VGD
Open Tender
Civil Works - Buildings
Item Rate
Vengad GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹555
Yes
₹2,904
Yes
2 Oct 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPLETION WORK | |||||
| 1.001 | 15.7.1: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 mud mortar | 4.8 | 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 | 12 | cum | - | - |
| 1.003 | OD350203/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 2.88 | cum | - | - |
| 1.004 | OD349793/2025-2026: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) | 11.73 | cum | - | - |
| 1.005 | 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) | 0.03 | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.16 | sqm | - | - |
| 1.007 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 29.7 | kg | - | - |
| 1.008 | OD359755/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 12 | per metre | - | - |
| 1.009 | 50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | 10 | metre | - | - |
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