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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.9 L+₹23,060.09 (2.38%)Admitted-Fee/PreQual/Technical/Finance | ₹9.9 L+₹23,060.09 (2.38%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.2 L+₹54,634.68 (5.65%)Admitted-Fee/PreQual/Technical/Finance | ₹10.2 L+₹54,634.68 (5.65%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹10.4 L+₹76,245.88 (7.88%)Admitted-Fee/PreQual/Technical/Finance KOTTAVILA PUTHUVAL PUTHENVEEDU PARASALA P O PAVATHIYANVILA | THIRUVANANTHAPURAM | KERALA | 695001 | ₹10.4 L+₹76,245.88 (7.88%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹10.6 L+₹96,555.84 (9.98%)Admitted-Fee/PreQual/Technical/Finance | ₹10.6 L+₹96,555.84 (9.98%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JIJIL KUMAR R L2 | SAJU K L4 | Anand j das L6 | RAJAN I L7 | K MURUKAN L1 | CHANDRA MOHANAN R L5 | AJTHKUMAR R L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00construction of compound wall | ||||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 210 | sqm | 14.5 ₹3,045 | 15.26 ₹3,204.6 | 15.62 ₹3,280.2 | 17.66 ₹3,708.6 | 14.15 ₹2,971.5 Lowest | 15.55 ₹3,265.5 | 14.95 ₹3,139.5 |
| 1.00 | OD104540/2026-2027:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots,
compaction of backfilling and stacking of servicable material by manual means as per Technical
Specification Clause 201. A. Lead upto 100 m (iv) Girth above 1800 mm to 2700 mm | 1 | each | 2,400 ₹2,400 | 2,526.42 ₹2,526.42 | 2,584.89 ₹2,584.89 | 2,923.39 ₹2,923.39 | 2,341.79 ₹2,341.79 Lowest | 2,575.65 ₹2,575.65 | 2,474.11 ₹2,474.11 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 6.91 | cum | 1,698 ₹11,729.78 | 1,787.46 ₹12,347.77 | 1,828.82 ₹12,633.49 | 2,068.31 ₹14,287.89 | 1,656.83 ₹11,445.38 Lowest | 1,822.29 ₹12,588.38 | 1,750.44 ₹12,092.04 |
| 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 | 10.62 | cum | 2,026 ₹21,522.2 | 2,133.36 ₹22,662.68 | 2,182.73 ₹23,187.14 | 2,468.57 ₹26,223.62 | 1,977.45 ₹21,006.45 Lowest | 2,174.93 ₹23,104.28 | 2,089.19 ₹22,193.47 |
| 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 | 2.7 | cum | 286 ₹772.2 | 301.9 ₹815.13 | 308.88 ₹833.98 | 349.33 ₹943.19 | 279.83 ₹755.54 Lowest | 307.78 ₹831.01 | 295.65 ₹798.26 |
| 1.01 | OD92318/2026-2027:Brick work with common burnt clay F.P.S. (non modular) bricks (deprtmental bricks) of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand) | 2.07 | cum | 3,989 ₹8,257.23 | 4,199.75 ₹8,693.48 | 4,296.94 ₹8,894.67 | 4,859.64 ₹10,059.45 | 3,892.83 ₹8,058.16 Lowest | 4,281.59 ₹8,862.89 | 4,112.79 ₹8,513.48 |
| 1.01 | OD165910/2026-2027:Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 5.4 | cum | 3,183 ₹17,188.2 | 3,351.49 ₹18,098.05 | 3,429.06 ₹18,516.92 | 3,878.1 ₹20,941.74 | 3,106.56 ₹16,775.42 Lowest | 3,416.8 ₹18,450.72 | 3,282.1 ₹17,723.34 |
| 1.01 | OD93977/2026-2027: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) (spec. 7.1.1 excluding through stone). | 3.05 | cum | 6,054 ₹18,446.54 | 6,372.8 ₹19,417.92 | 6,520.28 ₹19,867.29 | 7,374.13 ₹22,468.97 | 5,907.06 ₹17,998.81 Lowest | 6,496.99 ₹19,796.33 | 6,240.84 ₹19,015.84 |
| 1.01 | OD94001/2026-2027:Random rubble masonry with departmental 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) (derrived from spec. 7.1.1 ) | 8.5 | cum | 4,282 ₹36,388.44 | 4,508.9 ₹38,316.63 | 4,613.02 ₹39,201.44 | 5,217.36 ₹44,337.13 | 4,179.38 ₹35,516.37 Lowest | 4,596.77 ₹39,063.35 | 4,415.54 ₹37,523.26 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/o the AEE,Athiyannoor BP
Rennovation of Block Office Compound wall
2026_LSGD_867236_3
01/AE/LSGD/ATR/26-27
Open Tender
Civil Works - Buildings
Item Rate
120 days
Athiyannoor BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,771
Yes
15 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of compound wall | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | OD104540/2026-2027:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots,
compaction of backfilling and stacking of servicable material by manual means as per Technical
Specification Clause 201. A. Lead upto 100 m (iv) Girth above 1800 mm to 2700 mm | - | each | - | - |
| 1.003 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD92318/2026-2027:Brick work with common burnt clay F.P.S. (non modular) bricks (deprtmental bricks) of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.007 | OD165910/2026-2027:Dry rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | - | cum | - | - |
| 1.008 | OD93977/2026-2027: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) (spec. 7.1.1 excluding through stone). | - | cum | - | - |
| 1.009 | OD94001/2026-2027:Random rubble masonry with departmental 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) (derrived from spec. 7.1.1 ) | 1 | cum | - | - |
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