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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹15.9 L+₹115 (<0.01%)Rejected-Finance | ₹15.9 L+₹115 (<0.01%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.9 L+₹210 (0.01%)Rejected-Finance | ₹15.9 L+₹210 (0.01%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | KHALID C L3 | FAISAL K K L2 | HANEEFA K.V. L1 |
|---|---|---|---|---|---|---|
| 1.00App A: Road way reconcreting inside Nagar & Side Protection works to housesB3:B7B15B3:B5 | ||||||
| 1.01 | 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 | 56.25 | cum | 236.63 ₹13,310.44 Lowest | 236.63 ₹13,310.44 Lowest | 236.63 ₹13,310.44 Lowest |
| 1.02 | 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 | 37.14 | cum | 330.41 ₹12,271.43 Lowest | 330.41 ₹12,271.43 Lowest | 330.41 ₹12,271.43 Lowest |
| 1.03 | 60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 7.35 | cum | 695.8 ₹5,114.13 Lowest | 695.8 ₹5,114.13 Lowest | 695.8 ₹5,114.13 Lowest |
| 1.04 | 60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 4.78 | cum | 1,576.07 ₹7,530.46 Lowest | 1,576.07 ₹7,530.46 Lowest | 1,576.07 ₹7,530.46 Lowest |
| 1.05 | 60.7.1
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 | 103.87 | cum | 3,668.07 ₹3,81,002.43 Lowest | 3,668.07 ₹3,81,002.43 Lowest | 3,668.07 ₹3,81,002.43 Lowest |
| 1.06 | OD308247/2025-2026
Modified DAR 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) Without marked bond stone | 15.93 | cum | 7,076.71 ₹1,12,696.61 Lowest | 7,076.71 ₹1,12,696.61 Lowest | 7,076.71 ₹1,12,696.61 Lowest |
| 1.07 | 2.28.1
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 575.8 | sqm | 32.41 ₹18,661.68 Lowest | 32.41 ₹18,661.68 Lowest | 32.41 ₹18,661.68 Lowest |
| 1.08 | 51.2.3
Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.3 | cum | 906.44 ₹9,336.33 Lowest | 906.44 ₹9,336.33 Lowest | 906.44 ₹9,336.33 Lowest |
| 1.09 | OD309559/2025-2026
Modified DAR 16.78.1 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with dozer on prepared surface and compacting with surface vibrator to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 57.58 | cum | 3,006.09 ₹1,73,090.66 Lowest | 3,006.09 ₹1,73,090.66 Lowest | 3,006.09 ₹1,73,090.66 Lowest |
Tender Value
₹15.9 L
EMD Value
₹39,784
Closing Date
22 May 2026, 12:00 pmClosed
Sr. Manager
SILK FOUNDRY UNIT PALAPPURAM P.O, OTTAPALAM PALAKKAD- 679 103
GENERAL-Malappuram DP Annual Plan Project No-154/26-Comprehensive Works to Kolath Chala Sc Nagar at Angadippuram GP-General Civil Work
2026_SILK_851037_1
SILK/FUO/TD/2025-26/68
Open Tender
Miscellaneous Works
Item Rate
360 days
Angadippuram
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹39,784
Yes
21 Jul 2026
15 May 2026
23 May 2026
15 May 2026
22 May 2026
15 May 2026
15 May 2026 - 22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A: Road way reconcreting inside Nagar & Side Protection works to housesB3:B7B15B3:B5 | |||||
| 1.01 | 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 | 56.25 | cum | - | - |
| 1.02 | 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 | 37.14 | cum | - | - |
| 1.03 | 60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 7.35 | cum | - | - |
| 1.04 | 60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 4.78 | cum | - | - |
| 1.05 | 60.7.1
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 | 103.87 | cum | - | - |
| 1.06 | OD308247/2025-2026
Modified DAR 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) Without marked bond stone | 15.93 | cum | - | - |
| 1.07 | 2.28.1
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 575.8 | sqm | - | - |
| 1.08 | 51.2.3
Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.3 | cum | - | - |
| 1.09 | OD309559/2025-2026
Modified DAR 16.78.1 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with dozer on prepared surface and compacting with surface vibrator to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 57.58 | cum | - | - |
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