Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.9 LAccepted-AOC KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/102/25-26 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | BASHEER V P L2 | Hussain M L5 | Shihabudeen TP L1 | KAVUMPURATH BUILDERS AND DEVELOPERS LLP L4 | MUHSIN BIN HUSSAIN L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00building works | ||||||||
| 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 | 19.36 | cum | 284.15 ₹5,499.72 | 330 ₹6,387.15 | 250 ₹4,838.75 Lowest | 303.6 ₹5,876.18 | 300 ₹5,806.5 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 9 | cum | 203.5 ₹1,831.5 | 236 ₹2,124 | 184 ₹1,656 Lowest | 217 ₹1,953 | 217 ₹1,953 |
| 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) | 5.52 | cum | 6,266 ₹34,569.52 | 7,286 ₹40,196.86 | 5,683 ₹31,353.11 Lowest | 6,703 ₹36,980.45 | 6,700 ₹36,963.9 |
| 1.00 | OD136957/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 14.36 | cum | 3,154.54 ₹45,311.81 | 3,668 ₹52,687.15 | 2,861 ₹41,095.4 Lowest | 3,374 ₹48,464.14 | 3,370 ₹48,406.68 |
| 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) | 5.43 | cum | 7,150 ₹38,817.35 | 7,663 ₹41,602.43 | 5,900 ₹32,031.1 Lowest | 7,049 ₹38,269.02 | 7,050 ₹38,274.45 |
| 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) | 3.31 | cum | 8,285.35 ₹27,457.65 | 9,634 ₹31,927.08 | 7,500 ₹24,855 Lowest | 8,863 ₹29,371.98 | 8,860 ₹29,362.04 |
| 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 | 14.75 | sqm | 305.03 ₹4,498.28 | 354 ₹5,220.44 | 276 ₹4,070.17 Lowest | 325 ₹4,792.78 | 325 ₹4,792.78 |
| 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 | 248.56 | kilogram | 88.8 ₹22,072.39 | 103 ₹25,601.99 | 80 ₹19,885.04 Lowest | 94.7 ₹23,538.92 | 94 ₹23,364.92 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 24.32 | cum | 7,137.8 ₹1,73,598.43 | 8,299 ₹2,01,839.98 | 6,400 ₹1,55,654.4 Lowest | 7,635 ₹1,85,690.84 | 7,635 ₹1,85,690.84 |
Tender Value
₹12.7 L
EMD Value
₹31,780
Closing Date
30 Aug 2025, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 111-26 -Kolathkadu Anganwadi Building Construction at Marakkara GP NO41-General Civil Work
2025_LSGD_788636_12
DB1/TN/AEE/24/25-26
Open Tender
Civil Works - Buildings
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹31,780
Yes
27 Nov 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1299066.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .