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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹25,049.16 (8.08%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.4 L+₹29,962.03 (9.66%)Rejected-AOC KUTTILAVALAPPIL HOUSE KIZHIKKARA OTHALLUR P O MALAPPURAM 679591 | MALAPPURAM | MALAPPURAM | KERALA | 679591 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ALI MOHAMMED K K L2 | RAFEEQUE K A L3 | MOHAMMED THASLIM HASSAN L1 |
|---|---|---|---|---|---|---|
| 1.00Interlock Paving | ||||||
| 1.00 | OD449861/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 267.5 | sqm | 1,153.12 ₹3,08,459.6 | 1,170 ₹3,12,975 | 1,066.93 ₹2,85,403.78 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 | 1.41 | cum | 327.1 ₹462.19 | 350 ₹494.55 | 302.66 ₹427.66 Lowest |
| 1.00 | OD453238/2025-2026:[OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation and superstructure including packing to compactnessto lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1.41 | cum | 3,631.38 ₹5,131.14 | 3,680 ₹5,199.84 | 3,359.95 ₹4,747.61 Lowest |
| 1.00 | 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) | 2.16 | cum | 7,587.01 ₹16,380.35 | 7,680 ₹16,581.12 | 7,019.9 ₹15,155.96 Lowest |
| 1.00 | 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. | 1.73 | cum | 289.59 ₹500.12 | 300 ₹518.1 | 267.95 ₹462.75 Lowest |
| 1.01 | 11.37A:Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | 3.92 | sqm | 1,070.19 ₹4,195.14 | 1,090 ₹4,272.8 | 990.21 ₹3,881.62 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,463
Closing Date
27 Feb 2026, 2:30 pmClosed
AKHILAUNNIKRISHNAN
ASSISTANT ENGINEER, LID AND EW Section, Alamcode Grama Panchayath
GENERAL-Annual PLan-2025-26 Project No116 GUP School Othalur Katta virikkal-Annual PLan-2025-26 Project No116 GUP School Othalur Katta virikkal-General Civil Work
2026_LSGD_837629_10
TENDERS/AE/LSGD/ALKD/2
Open Tender
Civil Works - Others
Item Rate
210 days
Alamcode Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹750
Yes
₹8,463
Yes
7 Jul 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock Paving | |||||
| 1.001 | OD449861/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD453238/2025-2026:[OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation and superstructure including packing to compactnessto lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | 11.37A:Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | - | sqm | - | - |
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