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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.9 L+₹2.0 L (8.79%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Shahaz Yasar Jinose L1 | SHYJU P P L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 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 | 129.6 | cum | 302.13 ₹39,156.05 Lowest | 328.69 ₹42,598.22 |
| 1.00 | OD435248/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.(Modified 75.7.1 mord spec) | 359.1 | cum | 5,521.62 ₹19,82,813.74 Lowest | 6,006.98 ₹21,57,106.52 |
| 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) | 13.5 | cum | 7,757.35 ₹1,04,724.23 Lowest | 8,439.21 ₹1,13,929.34 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 54.15 | sqm | 640.75 ₹34,696.61 Lowest | 697.07 ₹37,746.34 |
| 1.00 | 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 | 607.5 | kilogram | 94.43 ₹57,366.23 Lowest | 102.73 ₹62,408.48 |
| 1.01 | 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. | 108 | cum | 267.49 ₹28,888.92 Lowest | 291 ₹31,428 |
| 1.01 | 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 | 75 | hour | 290.22 ₹21,766.5 Lowest | 315.73 ₹23,679.75 |
| 1.01 | OD461710/2025-2026:RING BUND Type-II-Putting up ring bund with earth filled gunny bags with top width 1.0m bottom width 2m, height 2.0m and filled in between earth to form ring bund and maintening the same leak proof till the completion of work including labour for dismantling the bund after completion of the work etc. complete. (modified 60.1.2 DAR 2018) | 9 | metre | 1,349.09 ₹12,141.81 Lowest | 1,467.68 ₹13,209.12 |
| 2.00trail | |||||
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
4 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER
Annual Plan-P no.168/2026-VIVIDHA THODUKALILE JALASAMRAKSHANA PRAVARTHIKAL-General Civil Work
2026_LSGD_840055_1
16/2025/AE/LIDEW/PPSY
Open Tender
Civil Works - Canal
Item Rate
PAPPINISSERI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
13 Mar 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
SIDE PROTECTION
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
OD435248/2025-2026:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.(Modified 75.7.1 mord spec)
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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.
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
OD461710/2025-2026:RING BUND Type-II-Putting up ring bund with earth filled gunny bags with top width 1.0m bottom width 2m, height 2.0m and filled in between earth to form ring bund and maintening the same leak proof till the completion of work including labour for dismantling the bund after completion of the work etc. complete. (modified 60.1.2 DAR 2018)
trail
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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