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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 L+₹5,748.89 (1.73%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | ₹3.4 L+₹5,748.89 (1.73%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.7 L+₹38,365.68 (11.6%)Rejected-AOC | ₹3.7 L+₹38,365.68 (11.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.8 L+₹47,199.79 (14.2%)Rejected-AOC | ₹3.8 L+₹47,199.79 (14.2%) | L4 | Rejected-AOC L4 |
| 5 | L5₹3.8 L+₹51,126.20 (15.4%)Rejected-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | ₹3.8 L+₹51,126.20 (15.4%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | HASHIM MM L2 | EDACHALIL CONSTRUCTION L1 | MOHAMED SAGEER P A L4 | AKHIL K M L5 | NIVIN K.D L6 | T M SIHAS L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00COMPOUND 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 | 28.65 | cum | 300 ₹8,595 | 283 ₹8,107.95 Lowest | 300 ₹8,595 | 324.48 ₹9,296.35 | 350 ₹10,027.5 | 314.4 ₹9,007.56 |
| 1.00 | 15.9.2: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 cement mortar | 9.72 | cum | 2,000 ₹19,436 | 2,000.55 ₹19,441.34 | 700 ₹6,802.6 Lowest | 2,292.88 ₹22,282.21 | 2,200 ₹21,379.6 | 2,221.71 ₹21,590.58 |
| 1.00 | OD69842/2026-2027:DRY RUBBLE MASONRY using Departmental Stones 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 | 9.23 | cum | 1,500 ₹13,848 | 1,350.39 ₹12,466.8 Lowest | 2,200 ₹20,310.4 | 1,547.72 ₹14,288.55 | 1,450 ₹13,386.4 | 1,499.68 ₹13,845.05 |
| 1.00 | OD69497/2026-2027:60.7.1
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 | 50.96 | cum | 3,200 ₹1,63,081.6 | 3,100 ₹1,57,985.3 Lowest | 3,500 ₹1,78,370.5 | 3,602.1 ₹1,83,573.82 | 3,900 ₹1,98,755.7 | 3,473.28 ₹1,77,008.77 |
| 1.00 | OD67540/2026-2027: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) | 21.4 | cum | 6,000 ₹1,28,388 Lowest | 6,100 ₹1,30,527.8 | 7,500 ₹1,60,485 | 6,996.15 ₹1,49,703.62 | 7,700 ₹1,64,764.6 | 6,778.97 ₹1,45,056.4 |
| 1.01 | OD67793/2026-2027: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 | 14 | metre | 188 ₹2,632 | 148.05 ₹2,072.7 Lowest | 150 ₹2,100 | 169.69 ₹2,375.66 | 170 ₹2,380 | 164.43 ₹2,302.02 |
| 1.01 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 51.2 | sqm | 35 ₹1,792 | 27.77 ₹1,421.82 Lowest | 50 ₹2,560 | 31.83 ₹1,629.7 | 30 ₹1,536 | 30.84 ₹1,579.01 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
26 Jun 2026, 1:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
KAIPAMANGALAM GP 2025-26 PROJECT NO 406/26,Playground Compound wall Renovation
2026_LSGD_855963_26
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
₹935
Yes
₹10,592
Yes
27 Jul 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND 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 | 1 | cum | - | - |
| 1.002 | 15.9.2: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 cement mortar | - | cum | - | - |
| 1.003 | OD69842/2026-2027:DRY RUBBLE MASONRY using Departmental Stones 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 | 1 | cum | - | - |
| 1.004 | OD69497/2026-2027:60.7.1
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 | - | - |
| 1.005 | OD67540/2026-2027: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) | 1 | cum | - | - |
| 1.006 | OD67793/2026-2027: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 | - | - |
| 1.007 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | - | sqm | - | - |
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