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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.4 LAccepted-AOC | ₹8.4 L | 1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | 2₹8.8 L+₹44,291 (5.30%)Rejected-Finance | ₹8.8 L+₹44,291 (5.30%) | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHOUKATHALI K L2 | NV PURUSHOTHAMAN L1 |
|---|---|---|---|---|---|
| 1.00Maintenance work | |||||
| 1.00 | OD356663/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete | 7.75 | 1 meter | 1,352.41 ₹10,481.18 | 1,284.4 ₹9,954.1 Lowest |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 68.8 | hour | 325.06 ₹22,364.13 | 308.75 ₹21,242 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 10.28 | cum | 2,367.77 ₹24,328.84 | 2,248.65 ₹23,104.88 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 | 5.14 | cum | 338.41 ₹1,741.12 | 321.1 ₹1,652.06 Lowest |
| 1.00 | 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) | 6.7 | cum | 9,867.22 ₹66,110.37 | 9,373.65 ₹62,803.46 Lowest |
| 1.01 | 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) | 54.93 | cum | 8,688.66 ₹4,77,250.72 | 8,253.6 ₹4,53,353.74 Lowest |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 110 | sqm | 948.78 ₹1,04,365.8 | 900.6 ₹99,066 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 | 335 | kilogram | 104 ₹34,840 | 99.75 ₹33,416.25 Lowest |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 47.45 | sqm | 323.42 ₹15,347.9 | 306.85 ₹14,561.57 Lowest |
Tender Value
₹8.8 L
EMD Value
₹22,034
Closing Date
25 Feb 2026, 6:00 pmClosed
AE LSGD
AE LSGD KAYYUR CHEEMENI GP
Annual Plan-92/2025-26-Repair works to Kulappuram Cross bar amp Construction of aani thodu up to arayalinkeezhu In Kayyur cheemeni gp
2026_LSGD_832290_19
AE/LSGD/KCGP/TEN/05/25-26
Open Tender
Civil Works - Others
Item Rate
Cheemeni
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,945
Yes
₹22,034
Yes
6 Aug 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance work | |||||
| 1.001 | OD356663/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete | - | 1 meter | - | - |
| 1.002 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 1 | hour | - | - |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - |
| 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 | - | kilogram | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1 | sqm | - | - |
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