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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance B 496 JAHANGIR PURI DELHI NORTH WEST DELHI 110033 | DELHI | NORTH WEST DELHI | DELHI | 110033 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹2.7 L (1.55%)Admitted-Finance | ₹1.7 Cr+₹2.7 L (1.55%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹5.1 L (3.00%)Admitted-Finance | ₹1.8 Cr+₹5.1 L (3.00%) | L3 | Admitted-Finance |
| 4 | L4₹1.8 Cr+₹8.8 L (5.12%)Admitted-Finance | ₹1.8 Cr+₹8.8 L (5.12%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not eligilble |
| Sl No | Description | Qty | Unit | Tati construction Pvt. Ltd. L4 | SUHAIL P L3 | MOHD WAJID L1 | SM CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil All Kinds of soil | 250 | sqm | 125 ₹31,250 | 100 ₹25,000 | 80 ₹20,000 Lowest | 100 ₹25,000 |
| 2.00 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
All kinds of soil | 350 | cum | 380 ₹1,33,000 | 300 ₹1,05,000 | 160 ₹56,000 Lowest | 165 ₹57,750 |
| 3.00 | 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.
Ordinary rock | 308 | cum | 600 ₹1,84,800 | 600 ₹1,84,800 | 290 ₹89,320 Lowest | 315 ₹97,020 |
| 4.00 | Excavation (manual / mechanical) in all types of soil for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed - From NGL to 1.5 m depth. | 215 | cum | 380 ₹81,700 Lowest | 400 ₹86,000 | 450 ₹96,750 | 550 ₹1,18,250 |
| 5.00 | Excavation (manual / mechanical) in ordinary rock for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed -Up to 1.5m | 123 | cum | 600 ₹73,800 | 700 ₹86,100 | 490 ₹60,270 Lowest | 550 ₹67,650 |
| 6.00 | 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. | 350 | cum | 180 ₹63,000 | 150 ₹52,500 Lowest | 160 ₹56,000 | 180 ₹63,000 |
| 7.00 | Providing and applying Ant termite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate .075% for pre constructional treatment and creating a chemical barrier as per IS 6313 (PartII) 2001 for top surface of plinth filling, , along the<br>external perimeter of the building. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment ) | 340 | sqm | 180 ₹61,200 Lowest | 180 ₹61,200 Lowest | 300 ₹1,02,000 | 550 ₹1,87,000 |
| 8.00 | DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 5 | cum | 4,200 ₹21,000 Lowest | 5,000 ₹25,000 | 5,200 ₹26,000 | 7,200 ₹36,000 |
| 9.00 | 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) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 15 | cum | 6,500 ₹97,500 | 6,000 ₹90,000 Lowest | 7,500 ₹1,12,500 | 8,000 ₹1,20,000 |
| 10.00 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 15 | cum | 6,500 ₹97,500 Lowest | 8,000 ₹1,20,000 | 7,500 ₹1,12,500 | 10,000 ₹1,50,000 |
Tender Value
₹1.8 Cr
EMD Value
₹50,000
Closing Date
8 Jul 2026, 3:00 pmClosed
Dairy Manager
Milma Malappuram Dairy , Moorkkanad PO , Malappuram -679338
TENDER DOCUMENT FOR CONSTRUCTION OF CONSUMABLE STORES, DEEP FREEZER CIVIL WORKS, PARKING YARD, SS PIPE LINE WORKS AND ALLIED CIVIL WORKS AT MILMA MALAPPURAM DAIRY
2026_KCMMF_855777_1
MPM/ENGG/CIVIL/T01/2026-27
Open Tender
Civil Works - Others
Item Rate
Milma Malappuram Dairy
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹50,000
Milma Malappuram Dairy
17 Jul 2026
15 Jun 2026
9 Jul 2026
15 Jun 2026
8 Jul 2026
15 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil All Kinds of soil | 250 | sqm | - | - |
| - | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
All kinds of soil | 350 | cum | - | - |
| - | 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.
Ordinary rock | 308 | cum | - | - |
| - | Excavation (manual / mechanical) in all types of soil for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed - From NGL to 1.5 m depth. | 215 | cum | - | - |
| - | Excavation (manual / mechanical) in ordinary rock for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed -Up to 1.5m | 123 | cum | - | - |
| - | 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. | 350 | cum | - | - |
| - | Providing and applying Ant termite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate .075% for pre constructional treatment and creating a chemical barrier as per IS 6313 (PartII) 2001 for top surface of plinth filling, , along the<br>external perimeter of the building. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment ) | 340 | sqm | - | - |
| - | DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 5 | cum | - | - |
| - | 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) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 15 | cum | - | - |
| - | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 15 | cum | - | - |
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