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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC Agreement executed vide No.15/DP-ALP/2025-26 dated 26-12-2025 |
| 2 | L2₹8.3 LRejected-Finance | ₹8.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹9.2 LRejected-Finance | ₹9.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | VIJAY V NAIR L1 | SREEKESHKUMAR L3 | K K JAMES L2 |
|---|---|---|---|---|---|---|
| 1.00Retaining Wall 1.50 m Ht - 93 Rm | ||||||
| 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 | 131.13 | cum | 250 ₹32,782.50 | 257 ₹33,700.41 | 257.63 ₹33,783.02 |
| 1.00 | OD1281/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to limes and levels cost and conveyance of all materials labour charges etc.... complite asper direction of depatrmentel officers at site(1M3) | 132.53 | cum | 3,870 ₹5.1 L | 4,500 ₹6.0 L | 3,993.46 ₹5.3 L |
| 1.00 | 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) | 26.27 | cum | 7,510 ₹2.0 L | 8,900 ₹2.3 L | 8,343.49 ₹2.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 18.9 | sqm | 350 ₹6,615 | 400 ₹7,560 | 386 ₹7,295.40 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.65 | cum | 8,580 ₹39,897 | 9,999 ₹46,495.35 | 9,200 ₹42,780 |
Tender Value
₹8.3 L
EMD Value
₹20,812
Closing Date
28 Oct 2025, 6:00 pmClosed
District Soil Conservation Officer Alappuzha
District Soil Conservation Office Alappuzha 688001
Retaining wall 1.50 m Ht -93 Rm
2025_ALPY_812771_1
SOIL/DSSSC/83/2025-2026
Open Tender
Civil Works - Others
365 days
Aryad GP Ward 17
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,840
Yes
₹20,812
Yes
3 Jan 2026
21 Oct 2025
30 Oct 2025
21 Oct 2025
28 Oct 2025
21 Oct 2025
Amount
Retaining Wall 1.50 m Ht - 93 Rm
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
OD1281/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to limes and levels cost and conveyance of all materials labour charges etc.... complite asper direction of depatrmentel officers at site(1M3)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
K K JAMES (BID ID -2411253)
SREEKESHKUMAR (BID ID -2411259)
Bidder Name
SREEKESHKUMAR
K K JAMES
VIJAY V NAIR
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