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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC Agreement executed on 13/03/2026 |
| 2 | L2₹7.4 LRejected-AOC | ₹7.4 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹7.5 LRejected-Finance | ₹7.5 L | L3 | Rejected-Finance Rejected Vide Resolution No2-2026 dtd.11-03-2026of peravoor GP |
| Sl No | Description | Qty | Unit | kc joseph L1 | PRINCE PM L3 | VELAYUDHAN P V L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of compound wall | ||||||
| 1.00 | 15.9.1: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 Lime Mortar | 33.6 | cum | 957.71 ₹32,179.06 | 1,200 ₹40,320 | 1,113.6 ₹37,416.96 |
| 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 | 32.65 | cum | 287.73 ₹9,394.96 | 350 ₹11,428.2 | 334.56 ₹10,924.05 |
| 1.00 | OD465753/2025-2026:DRY RUBBLE MASONRY _Departmental 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 | 22.95 | cum | 1,372.48 ₹31,498.42 | 1,610 ₹36,949.5 | 1,595.88 ₹36,625.45 |
| 1.00 | OD465704/2025-2026:Laterite neatly dressed dry stones of size 35x20x20cm
foundation and basement or nearest size for foundation and basement including all cost
of materials, labour charges etc | 23.19 | cum | 4,713.87 ₹1,09,305.22 | 5,500 ₹1,27,534 | 5,481.18 ₹1,27,097.6 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.17 | cum | 8,389.62 ₹26,637.04 | 10,000 ₹31,750 | 9,755.26 ₹30,972.95 |
| 1.01 | OD465703/2025-2026:Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for
foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost
of materials, labour charges etc | 31.3 | cum | 5,567.05 ₹1,74,270.93 | 6,600 ₹2,06,606.4 | 6,473.28 ₹2,02,639.56 |
| 1.01 | 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 | 142.88 | kilogram | 89.93 ₹12,848.75 | 106 ₹15,144.75 | 104.56 ₹14,939.01 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 15.45 | sqm | 610.2 ₹9,427.59 | 709.53 ₹10,962.24 | 709.53 ₹10,962.24 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 331.58 | sqm | 295.76 ₹98,068.1 | 343.9 ₹1,14,030.36 | 343.9 ₹1,14,030.36 |
Tender Value
₹7.4 L
EMD Value
₹18,521
Closing Date
9 Mar 2026, 2:00 pmClosed
SAJU P
AE OFFICE PERAVOOR PANCHAYATH
Annual Plan-PERAVOOR GP PROJECT NO 294 2025-26-COMPOUND WALL CONSTRUCTION TO KUNDENKAVU UNNATHI-General Civil Work
2026_LSGD_841257_9
ET-4/2025-26/AE/LSGD/PVR
Open Tender
Civil Works - Buildings
180 days
Peravoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,635
Yes
₹18,521
Yes
25 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Construction of compound wall
15.9.1: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 Lime Mortar
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
OD465753/2025-2026:DRY RUBBLE MASONRY _Departmental 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
OD465704/2025-2026:Laterite neatly dressed dry stones of size 35x20x20cm foundation and basement or nearest size for foundation and basement including all cost of materials, labour charges etc
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
OD465703/2025-2026:Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
OD474930/2025-2026:Demolishing Latarite masonry 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
OD484895/2025-2026:Laterite neatly dressed departmental latarite dry stones of size 35x20x20cm foundation and basement or nearest size for foundation and basement including all cost of materials, labour charges etc
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