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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.4/1 dated 02/09/2025 of Payyoli Muncipality | |
| 2 | L2₹25.4 L+₹16,805.16 (0.66%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Kunnummal Babu L1 | MADHAVAN C M L2 |
|---|---|---|---|---|---|
| 1.00Renovation of pond | |||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 163.2 | cum | 1,094.27 ₹1,78,584.86 Lowest | 1,099.77 ₹1,79,482.46 |
| 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 | 155.28 | cum | 328.76 ₹51,049.85 Lowest | 330.41 ₹51,306.06 |
| 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 | 225 | cum | 235.45 ₹52,976.25 Lowest | 236.63 ₹53,241.75 |
| 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 | 112 | hour | 315.8 ₹35,369.6 Lowest | 317.38 ₹35,546.56 |
| 1.00 | OD200380/2025-2026: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 | 194.64 | cum | 3,649.73 ₹7,10,383.45 Lowest | 3,668.07 ₹7,13,953.14 |
| 1.01 | OD200437/2025-2026:DR packing under foundation using departmental rubble -Dry stone packing under foundation with good quality blasted rubble including labour charges, | 114.24 | cum | 729.35 ₹83,320.94 Lowest | 743.02 ₹84,882.6 |
| 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 | 27.6 | sqm | 352.92 ₹9,740.59 Lowest | 355.69 ₹9,817.04 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.6 | sqm | 352.92 ₹6,917.23 Lowest | 355.69 ₹6,971.52 |
| 1.01 | 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) | 17.94 | cum | 9,106.29 ₹1,63,366.84 Lowest | 9,152.05 ₹1,64,187.78 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
25 Aug 2025, 2:00 pmClosed
Assistant engineer
Office of Assistant Engineer payyoli muncipality
AMRUT-2.0 Rejuvenation-Kottukulam Pond in Ward 08 Payyoli Municipality
2025_LSGD_787606_6
AE/PLY/TENDER/06/2025-26
Open Tender
Civil Works - Others
Item Rate
300 days
Payyoli muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Nov 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
Renovation of pond
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
2.6.1: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
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
OD200380/2025-2026: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
OD200437/2025-2026:DR packing under foundation using departmental rubble -Dry stone packing under foundation with good quality blasted rubble including labour charges,
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD200336/2025-2026:Providing and fixing good quality granite name Board with lettering including all costs conveyance labour charges etc
MADHAVAN C M (BID ID -2307167)
Bidder Name
Kunnummal Babu
MADHAVAN C M
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