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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Jomy Mathew L1 | stjudepoonjar L2 |
|---|---|---|---|---|---|
| 1.00Protection Wall | |||||
| 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 | 66.5 | cum | 359 ₹23,873.5 | 359 ₹23,873.5 |
| 1.00 | OD469424/2025-2026:Supplying and providing MS dowel bars of siza 16mm dia of .8m long (0.5m in rock
and .3m in concrete) including drilling holes of 20mm dia to a depth of 0.8m in roack and filling the gap with
cement grout(.1kg/each) etc complete | 189 | each | 383 ₹72,387 | 383 ₹72,387 |
| 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) | 18.55 | cum | 9,235 ₹1,71,309.25 | 9,235 ₹1,71,309.25 |
| 1.00 | OD469425/2025-2026:Dry rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels including all works etc. complete | 112 | cum | 4,285 ₹4,79,920 | 4,285 ₹4,79,920 |
| 1.00 | 2.25: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. | 46.55 | cum | 318 ₹14,802.9 | 340 ₹15,827 |
Tender Value
₹7.6 L
EMD Value
₹19,066
Closing Date
9 Mar 2026, 1:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LID EW SECTION, POONJAR GP
Annual Plan-2025-2026 / Project - 215 / Construction of Protection wall to Deepening the Pulickalthodu Ward-2 ( Rs. 9,00,000/-) -General Civil Work
2026_LSGD_842302_2
05/2025-26/AE/LIDEW/PNJR
Open Tender
Civil Works - Others
POONJAR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,685
Yes
₹19,066
Yes
10 Jul 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection Wall | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD469424/2025-2026:Supplying and providing MS dowel bars of siza 16mm dia of .8m long (0.5m in rock
and .3m in concrete) including drilling holes of 20mm dia to a depth of 0.8m in roack and filling the gap with
cement grout(.1kg/each) etc complete | - | each | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD469425/2025-2026:Dry rubble masonry with hard stone in foundation and superstructure including packing to compactness to lines and levels including all works etc. complete | - | cum | - | - |
| 1.005 | 2.25: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. | 1 | cum | - | - |
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