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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | ₹4.5 L | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | M J KURIAN L1 | Sinoj M George L2 |
|---|---|---|---|---|---|
| 1.00DISMANTLING | |||||
| 1.00 | OD31013/2026-2027:Dismantling dressed laterite work ashlar face laterite stone work manually / by mechanical
means including stacking of serviceable and disposal of unserviceable material within 50 metres
lead as per direction of Engineer-in-Charge:In cement mortar(modification of 15.10.2) | 4.89 | cum | 2,700 ₹13,192.2 Lowest | 2,770.58 ₹13,537.05 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.63 | cum | 3,400 ₹2,142 Lowest | 3,419.76 ₹2,154.45 |
| 1.00 | 15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 116.78 | kg | 5.5 ₹642.26 | 5.45 ₹636.42 Lowest |
| 2.00RECEPTION & VARANDAH | |||||
| 2.00 | 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 | 3.6 | cum | 338 ₹1,216.8 | 335.03 ₹1,206.11 Lowest |
| 2.00 | OD31012/2026-2027: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) | 5.69 | cum | 5,600 ₹31,875.2 Lowest | 5,699.08 ₹32,439.16 |
| 2.00 | 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. | 10.52 | cum | 299 ₹3,145.48 | 296.6 ₹3,120.23 Lowest |
| 2.00 | OD31011/2026-2027:Laterate masonry neatly with neatly dressed laterate stone of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2) | 4.29 | cum | 6,450 ₹27,689.85 Lowest | 6,520.9 ₹27,994.22 |
| 2.00 | 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) | 1.97 | cum | 7,400 ₹14,600.2 | 7,388.16 ₹14,576.84 Lowest |
Tender Value
₹4.6 L
EMD Value
₹11,578
Closing Date
27 Jul 2026, 6:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, West Eleri GP,PIN671314
WEGP-PR.NO.113/2026-27-MOUKKOD FHC IMMUNISATION ROOM RENNOVATION
2026_LSGD_860926_3
AE/LSGD/WEGP/01/TN/2026-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
WEST ELERI GRAMA PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,025
Yes
₹11,578
Yes
23 Sept 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DISMANTLING | |||||
| 1.001 | OD31013/2026-2027:Dismantling dressed laterite work ashlar face laterite stone work manually / by mechanical
means including stacking of serviceable and disposal of unserviceable material within 50 metres
lead as per direction of Engineer-in-Charge:In cement mortar(modification of 15.10.2) | - | cum | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.003 | 15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | - | kg | - | - |
| 2RECEPTION & VARANDAH | |||||
| 2.001 | 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 | - | - |
| 2.002 | OD31012/2026-2027: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) | - | cum | - | - |
| 2.003 | 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 | - | - |
| 2.004 | OD31011/2026-2027:Laterate masonry neatly with neatly dressed laterate stone of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2) | - | cum | - | - |
| 2.005 | 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) | - | cum | - | - |
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