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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC DESOM BUR WUANDMERI TALUK CHEKIYAL PO ABAYAGIRI | KOZHIKODE | KERALA | 612906 | ₹3.3 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹3.3 LRejected-Finance 20 1 2024 | CENTRAL DELHI | DELHI | 110002 | ₹3.3 L | 2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | 3₹3.3 LRejected-Finance 1003 SUB TREASURY DEVIKULAM | ₹3.3 L | 3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | 4₹3.4 LRejected-Finance | ₹3.4 L | 4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Rajan L3 | Hamed K L2 | Midhunraj L1 | DIVINE CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00Moozhikkal thodu Conservation | |||||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 10 | hour | 322.5 ₹3,225 | 322 ₹3,220 | 317.49 ₹3,174.90 | 330 ₹3,300 |
| 1.00 | 2.1.1: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 | 24.7 | sqm | 125.25 ₹3,093.68 | 125 ₹3,087.50 | 123.31 ₹3,045.76 | 130 ₹3,211 |
| 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 | 14.82 | cum | 240.45 ₹3,563.47 | 240 ₹3,556.80 | 236.72 ₹3,508.19 | 250 ₹3,705 |
| 1.00 | OD470537/2025-2026: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 | 69.61 | cum | 3,727.23 ₹2.6 L | 3,727 ₹2.6 L | 3,669.36 ₹2.6 L | 3,800 ₹2.6 L |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.54 | cum | 9,299.67 ₹23,574.66 | 9,299.67 ₹23,574.66 | 9,155.28 ₹23,208.63 | 9,300 ₹23,575.50 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.65 | cum | 7,997.86 ₹5,198.61 | 7,997.86 ₹5,198.61 | 7,873.69 ₹5,117.90 | 8,000 ₹5,200 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 6.99 | sqm | 360.41 ₹2,519.27 | 360 ₹2,516.40 | 354.81 ₹2,480.12 | 365 ₹2,551.35 |
| 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 | 210.6 | kilogram | 104.93 ₹22,098.26 | 104.93 ₹22,098.26 | 103.3 ₹21,754.98 | 107 ₹22,534.20 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 29.25 | cum | 416.1 ₹12,170.93 | 416 ₹12,168 | 409.54 ₹11,979.05 | 420 ₹12,285 |
Updated dates
Tender Value
₹3.3 L
EMD Value
₹8,373
Closing Date
11 Mar 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer LID and EW Tuneri Grama Panchayath
Annual Plan-2025-26 conservation of moozhikkal thode Tuneri GP-PJ No.71/2025-26
2026_LSGD_842262_6
1001/2025-26/AE/TNRY
Open Tender
Civil Works - Others
180 days
Tuneri
Please refer Tender documents.
7 documents required · 7 mandatory
₹740
Yes
₹8,373
Yes
25 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
Moozhikkal thodu Conservation
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
2.1.1: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
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
OD470537/2025-2026: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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
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