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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | ₹8.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.2 L+₹44,419.31 (5.07%)Rejected-AOC | ₹9.2 L+₹44,419.31 (5.07%) | L2 | Rejected-AOC L2 |
| 3 | L3₹9.4 L+₹58,840.40 (6.72%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | ₹9.4 L+₹58,840.40 (6.72%) | L3 | Rejected-AOC L3 |
| 4 | L4₹9.4 L+₹59,794.23 (6.82%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹9.4 L+₹59,794.23 (6.82%) | L4 | Rejected-AOC L4 |
| 5 | L5₹9.5 L+₹72,148.50 (8.23%)Rejected-AOC | ₹9.5 L+₹72,148.50 (8.23%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L4 | RADHAKRISHNAN KK L2 | Ranjith T L3 | HASHIM MM L1 | MD SANTHOSH L5 | EDACHALIL CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Thodu Side Protection | |||||||||
| 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 | 112.03 | cum | 217.17 ₹24,330.64 | 213.83 ₹23,956.44 | 217.18 ₹24,331.76 | 200 ₹22,407 Lowest | 220.27 ₹24,677.95 | 230.32 ₹25,803.9 |
| 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. | 112.01 | cum | 268.46 ₹30,069.13 | 264.33 ₹29,606.55 Lowest | 268.47 ₹30,070.25 | 300 ₹33,601.8 | 272.29 ₹30,498.11 | 284.71 ₹31,889.23 |
| 1.00 | OD369316/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to
form ring bund and maintaining the same leak proof till the completion of the
work and clearing the site by dismantling the bund after completion of the
work.etc.complete. | 30 | 1 meter | 1,195.45 ₹35,863.5 | 1,177.01 ₹35,310.3 | 1,195.44 ₹35,863.2 | 1,000 ₹30,000 Lowest | 1,212.47 ₹36,374.1 | 1,267.77 ₹38,033.1 |
| 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 | 216 | hour | 291.29 ₹62,918.64 | 286.79 ₹61,946.64 | 291.29 ₹62,918.64 | 250 ₹54,000 Lowest | 295.44 ₹63,815.04 | 308.91 ₹66,724.56 |
| 1.00 | OD369317/2025-2026: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 | 165.87 | cum | 3,271.26 ₹5,42,603.9 | 3,215.14 ₹5,33,295.27 | 3,265.5 ₹5,41,648.49 | 3,100 ₹5,14,197 Lowest | 3,311.99 ₹5,49,359.78 | 3,463.06 ₹5,74,417.76 |
| 1.01 | OD369318/2025-2026: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) | 36.38 | cum | 6,494.89 ₹2,36,251.62 | 6,394.72 ₹2,32,607.94 | 6,494.88 ₹2,36,251.26 | 6,000 ₹2,18,250 Lowest | 6,587.34 ₹2,39,614.49 | 6,887.81 ₹2,50,544.09 |
| 1.01 | OD369319/2025-2026:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage
water from upstream side all complete as per directions of engineer in charge
75 mm pipe 4 kgf/cm2 | 24.75 | metre | 158.59 ₹3,925.1 | 156.14 ₹3,864.47 | 158.59 ₹3,925.1 | 150 ₹3,712.5 Lowest | 160.7 ₹3,977.33 | 168.18 ₹4,162.46 |
Tender Value
₹11.1 L
EMD Value
₹27,742
Closing Date
24 Jun 2026, 3:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
KAIPAMANGALAM GP 2025-26 PROJECT NO 151/26 THEIVEPP THODU SIDE PROTECTION WARD -16
2026_LSGD_855963_5
ET1/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,742
Yes
24 Jul 2026
16 Jun 2026
27 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thodu Side Protection | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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. | 0.4 | cum | - | - |
| 1.003 | OD369316/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to
form ring bund and maintaining the same leak proof till the completion of the
work and clearing the site by dismantling the bund after completion of the
work.etc.complete. | - | 1 meter | - | - |
| 1.004 | 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 | - | hour | - | - |
| 1.005 | OD369317/2025-2026: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 | - | cum | - | - |
| 1.006 | OD369318/2025-2026: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) | - | cum | - | - |
| 1.007 | OD369319/2025-2026:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage
water from upstream side all complete as per directions of engineer in charge
75 mm pipe 4 kgf/cm2 | - | metre | - | - |
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