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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.9 CrAccepted-AOC | ₹8.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹9.4 Cr+₹54.5 L (6.15%)Rejected-AOC | ₹9.4 Cr+₹54.5 L (6.15%) | 2 | Rejected-AOC L2 |
| 3 | 3₹9.5 Cr+₹60.1 L (6.78%)Rejected-AOC | ₹9.5 Cr+₹60.1 L (6.78%) | 3 | Rejected-AOC L3 |
| 4 | 4₹9.5 Cr+₹67.4 L (7.61%)Rejected-Finance | ₹9.5 Cr+₹67.4 L (7.61%) | 4 | Rejected-Finance L4.Hence rejected |
| 5 | 5₹10.3 Cr+₹1.5 Cr (16.8%)Rejected-Finance 34 426 H 1ST FLOOR LP BUILDING NEAR ST JOSEPH CHURCH THURAKKAL BAPPUTTY ROAD MANJERI MALAPPURAM 676121 | MANJERI | MALAPPURAM | KERALA | 676121 | ₹10.3 Cr+₹1.5 Cr (16.8%) | 5 | Rejected-Finance L5.Hence rejected |
| Sl No | Description | Qty | Unit | AK.DINESHAN L4 | T.A.XAVIER AND SONS ENGINEERS AND CONTRACTORS L2 | K.K BUILDERS L6 | A.M.MOHAMMED ALI L1 | TAN-B CONSTRUCTIONS L5 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L7 | JOY JOSEPH L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00HOSPITAL BUILDING | ||||||||||
| 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 | 3,337.4 | cum | 250 ₹8,34,350 | 300 ₹10,01,220 | 280 ₹9,34,472 | 270 ₹9,01,098 | 235 ₹7,84,289 | 295 ₹9,84,533 | 210.99 ₹7,04,158.03 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 | 2,605.14 | cum | 250 ₹6,51,285.5 Lowest | 380 ₹9,89,953.96 | 360 ₹9,37,851.12 | 290 ₹7,55,491.18 | 330 ₹8,59,696.86 | 410 ₹10,68,108.22 | 279.45 ₹7,28,006.93 |
| 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. | 1,859.67 | cum | 200 ₹3,71,934.8 Lowest | 300 ₹5,57,902.2 | 320 ₹5,95,095.68 | 250 ₹4,64,918.5 | 290 ₹5,39,305.46 | 300 ₹5,57,902.2 | 249.56 ₹4,64,100.24 |
| 1.00 | 4.11: Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 20mm nominal size derived from natural sources). | 197.41 | sqm | 750 ₹1,48,053.75 | 475 ₹93,767.38 | 545 ₹1,07,585.73 | 400 ₹78,962 Lowest | 520 ₹1,02,650.6 | 600 ₹1,18,443 | 454.88 ₹89,795.59 |
| 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) | 237.53 | cum | 6,500 ₹15,43,945 | 6,300 ₹14,96,439 | 6,950 ₹16,50,833.5 | 5,700 ₹13,53,921 Lowest | 7,285 ₹17,30,406.05 | 7,900 ₹18,76,487 | 6,275.69 ₹14,90,664.65 |
| 1.01 | OD265619/2025-2026: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 | 46.74 | cum | 3,300 ₹1,54,242 | 4,920 ₹2,29,960.8 | 3,300 ₹1,54,242 | 3,000 ₹1,40,220 Lowest | 3,668 ₹1,71,442.32 | 3,500 ₹1,63,590 | 3,109.59 ₹1,45,342.24 |
| 1.01 | OD261393/2025-2026:(Modified item 5.33.1.2) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum | 852.44 | cum | 9,300 ₹79,27,692 | 9,090 ₹77,48,679.6 | 9,950 ₹84,81,778 | 7,900 ₹67,34,276 Lowest | 9,600 ₹81,83,424 | 10,500 ₹89,50,620 | 8,794.66 ₹74,96,919.97 |
| 1.01 | OD261394/2025-2026:(Modified item 5.33.2.2) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum | 1,533.34 | cum | 10,000 ₹1,53,33,430 | 9,700 ₹1,48,73,427.1 | 11,200 ₹1,71,73,441.6 | 8,400 ₹1,28,80,081.2 Lowest | 11,400 ₹1,74,80,110.2 | 12,500 ₹1,91,66,787.5 | 10,429.79 ₹1,59,92,445.49 |
| 1.01 | OD270846/2025-2026:(Modifeid item 5.33.2.1) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 92.57 | cum | 9,500 ₹8,79,453 | 9,590 ₹8,87,784.66 | 11,000 ₹10,18,314 | 8,200 ₹7,59,106.8 Lowest | 11,870 ₹10,98,853.38 | 11,500 ₹10,64,601 | 10,287.17 ₹9,52,324.48 |
Tender Value
₹10.8 Cr
EMD Value
₹5 L
Closing Date
25 Oct 2025, 6:00 pmClosed
CHITHRA DIDEESH
OFFICE OF AEE, KUNNAMANGALAM BLOCK, KOZHIKODE
NABARD - COUNSTRUCTION OF COMMUNITY HEALTH CENTER - MUKKAM MUNICIPALITY - CIVIL WORKS
2025_LSGD_809239_1
01/2025/AE/LID-EW/KGM
Open Tender
Civil Works - Buildings
Item Rate
730 days
Mukkam municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
OFFICE OF AEE, KUNNAMANGALAM BLOCK, KOZHIKODE
17 Sept 2026
15 Oct 2025
28 Oct 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
21 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1HOSPITAL BUILDING | |||||
| 1.001 | 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 | 3,337.4 | cum | - | - |
| 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 | 2,605.14 | cum | - | - |
| 1.003 | 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. | 1,859.67 | cum | - | - |
| 1.004 | 4.11: Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 20mm nominal size derived from natural sources). | 197.41 | sqm | - | - |
| 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) | 237.53 | cum | - | - |
| 1.006 | OD265619/2025-2026: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 | 46.74 | cum | - | - |
| 1.007 | OD261393/2025-2026:(Modified item 5.33.1.2) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum | 852.44 | cum | - | - |
| 1.008 | OD261394/2025-2026:(Modified item 5.33.2.2) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum | 1,533.34 | cum | - | - |
| 1.009 | OD270846/2025-2026:(Modifeid item 5.33.2.1) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 92.57 | cum | - | - |
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