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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | ₹4.4 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹4.8 LRejected-Finance | ₹4.8 L | L3 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | Riyas PV L1 | SHAJI T L3 | MOIDEENKUTTY URPATTIL L2 |
|---|---|---|---|---|---|---|
| 1.00Maintanane | ||||||
| 1.00 | OD534511/2025-2026:Demolishing laterite masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer in charge in cement mortar | 6.24 | cum | 2,374.4 ₹14,816.26 | 2,606.38 ₹16,263.81 | 2,570.7 ₹16,041.17 |
| 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 | 14.28 | cum | 287.46 ₹4,104.93 | 315.54 ₹4,505.91 | 311 ₹4,441.08 |
| 1.00 | OD477669/2025-2026: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 labor charges etc complete as per direction Departmental officers at site. | 14.28 | cum | 3,191.22 ₹45,570.62 | 3,503 ₹50,022.84 | 3,455 ₹49,337.4 |
| 1.00 | 7.1.1: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) | 17 | cum | 6,667.38 ₹1,13,345.46 | 7,318.78 ₹1,24,419.26 | 7,218 ₹1,22,706 |
| 1.00 | OD534547/2025-2026:Laterite masonry using departmental material laterite masonry with neatly dressed laterite stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials and labour charges etc. complete | 3.12 | cum | 3,641.59 ₹11,361.76 | 3,997.38 ₹12,471.83 | 3,943 ₹12,302.16 |
| 1.01 | 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) | 2.55 | cum | 7,380.57 ₹18,827.83 | 8,101.65 ₹20,667.31 | 7,991 ₹20,385.04 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10.2 | sqm | 308.58 ₹3,147.52 | 338.72 ₹3,454.94 | 334 ₹3,406.8 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 13.2 | cum | 7,220.8 ₹95,314.56 | 7,926.28 ₹1,04,626.9 | 7,818 ₹1,03,197.6 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 244.8 | sqm | 295.48 ₹72,333.5 | 324.34 ₹79,398.43 | 320 ₹78,336 |
Tender Value
₹5.0 L
EMD Value
₹12,587
Closing Date
16 May 2026, 4:00 pmClosed
ASSISTANT ENGINEER LSGD
Office of the Assistant Engineer, LID AND EW Section, Thenhippalam Grama Panchayat
Construction of compound wall for Univercity GLPS-Thenhippalam GP-2025-26-Project No 89/26
2026_LSGD_849725_1
T01/AE/TLPM/2026-27
Open Tender
Civil Works - Others
THENJIPPALAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,110
₹12,587
22 Jun 2026
8 May 2026
18 May 2026
8 May 2026
16 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintanane | |||||
| 1.001 | OD534511/2025-2026:Demolishing laterite masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer in charge in cement mortar | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD477669/2025-2026: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 labor charges etc complete as per direction Departmental officers at site. | 1 | cum | - | - |
| 1.004 | 7.1.1: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 | - | - |
| 1.005 | OD534547/2025-2026:Laterite masonry using departmental material laterite masonry with neatly dressed laterite stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials and labour charges etc. complete | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.008 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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