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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.0 LAccepted-AOC KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | ₹2.0 L | l1 | Accepted-AOC l1 |
| 2 | l2₹2.0 L+₹2,009 (1.01%)Rejected-Finance | ₹2.0 L+₹2,009 (1.01%) | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | ANILKUMAR S L1 | NITHINGHOSH.S L2 |
|---|---|---|---|---|---|
| 1.00compoundwall maintenance | |||||
| 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 | 2.13 | cum | 2,510.99 ₹5,343.39 Lowest | 2,536.41 ₹5,397.48 |
| 1.00 | 15.7.4: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 cement mortar | 0.57 | cum | 2,103.86 ₹1,199.2 Lowest | 2,125.15 ₹1,211.34 |
| 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 | 2.52 | cum | 355.33 ₹896.85 Lowest | 358.93 ₹905.94 |
| 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) | 0.39 | cum | 7,836.11 ₹3,079.59 Lowest | 7,915.44 ₹3,110.77 |
| 1.00 | 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 | 129.38 | kilogram | 111.06 ₹14,368.39 Lowest | 112.18 ₹14,513.29 |
| 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 | 0.96 | sqm | 381.45 ₹366.19 Lowest | 385.31 ₹369.9 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 7.92 | sqm | 996.25 ₹7,890.3 Lowest | 1,006.33 ₹7,970.13 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.03 | cum | 10,360.81 ₹10,723.44 Lowest | 10,465.69 ₹10,831.99 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.96 | cum | 8,241.7 ₹7,895.55 Lowest | 8,325.13 ₹7,975.47 |
Tender Value
₹2.0 L
EMD Value
₹5,018
Closing Date
9 Mar 2026, 1:00 pmClosed
LEKSHMI G MOHAN
Office of the Assistant Engineer, LIDEW Section, Chirakkara Grama Panchayat
CHIRAKKARA GP 101/26 BUDS SCHOOL CHUTTUMATHIL
2026_LSGD_842195_5
1/AE/chrk/ET/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Chirakkara Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,018
Yes
23 Aug 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compoundwall maintenance | |||||
| 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 | 15.7.4: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 cement mortar | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | kilogram | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
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