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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L | L1 | Accepted-AOC L1 executed agreement |
| Sl No | Description | Qty | Unit | ANTONY C D L1 |
|---|---|---|---|---|
| 1.00store room construction | ||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1.53 | cum | 2,389 ₹3,655.17 Lowest |
| 1.00 | OD503328/2025-2026:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.I. Sheet | 15.12 | sqm | 159 ₹2,404.08 Lowest |
| 1.00 | 15.17.1:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:R.S. Joists | 132.67 | kg | 3 ₹398 Lowest |
| 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 | 2.94 | cum | 337 ₹990.78 Lowest |
| 1.00 | 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) | 1.79 | cum | 7,456 ₹13,353.7 Lowest |
| 1.01 | OD509288/2025-2026:DAR OD Random rubble masonry in cement mortar 1:6 (1 cement:6 coarse sand) with DEPARTMENTAL STONE in foundation and plinth as per direction of Engineer-in-charge at site. Modified 7.1.1 | 0.61 | cum | 4,279 ₹2,618.75 Lowest |
| 1.01 | OD509287/2025-2026:DAR OD Random rubble masonry in cement mortar 1:6 ( 1 cement:6 coarse sand) with hard stone in foundation and plinth as per direction of Engineer in charge at site . Modified 7.1.1 | 1.58 | cum | 6,318 ₹9,957.17 Lowest |
| 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 | 3.24 | sqm | 362 ₹1,172.88 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) | 0.73 | cum | 9,365 ₹6,836.45 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,389
Closing Date
19 Mar 2026, 1:00 pmClosed
Indushree I B
Assistant Engineer LID AND EW Section Varapuzha Grama Panchayat
103/26 CONSTRUCTION OF STORE FOR KRISHIBHAVAN
2026_LSGD_842569_2
LSGD/CELSGD/FL/112950/2025
Open Tender
Civil Works - Buildings
Item Rate
270 days
Varapuzha GP
Please refer tender document
7 documents required · 7 mandatory
₹1,270
Yes
₹14,389
Yes
30 Jul 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
12 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1store room construction | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.002 | OD503328/2025-2026:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.I. Sheet | 1 | sqm | - | - |
| 1.003 | 15.17.1:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:R.S. Joists | 0.4 | kg | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD509288/2025-2026:DAR OD Random rubble masonry in cement mortar 1:6 (1 cement:6 coarse sand) with DEPARTMENTAL STONE in foundation and plinth as per direction of Engineer-in-charge at site. Modified 7.1.1 | - | cum | - | - |
| 1.007 | OD509287/2025-2026:DAR OD Random rubble masonry in cement mortar 1:6 ( 1 cement:6 coarse sand) with hard stone in foundation and plinth as per direction of Engineer in charge at site . Modified 7.1.1 | - | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | 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 | - | - |
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