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| Sl No | Description | Qty | Unit | Vijayan K L1 | C P BABU L2 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 2.42 | cum | 1,384.73 ₹3,344.12 Lowest | 1,412.99 ₹3,412.37 |
| 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 | 50.51 | cum | 329.03 ₹16,617.66 Lowest | 335.74 ₹16,956.55 |
| 1.00 | OD463574/2025-2026: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 | 31.39 | cum | 3,652.69 ₹1,14,676.2 Lowest | 3,727.23 ₹1,17,016.39 |
| 1.00 | OD463575/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in
cement mortar 1:6 forsuperstructure above plinth level up to floor level including all cost of material labour charges etc.(MOD 50.6.7.2 OF DAR) | 4.83 | cum | 7,173.22 ₹34,632.31 Lowest | 7,319.61 ₹35,339.08 |
| 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) | 4.5 | cum | 9,593.73 ₹43,181.38 Lowest | 9,789.52 ₹44,062.63 |
| 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 | 163.8 | kilogram | 102.83 ₹16,843.55 Lowest | 104.93 ₹17,187.53 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 23.5 | sqm | 323.44 ₹7,600.84 Lowest | 330.04 ₹7,755.94 |
| 1.01 | 50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | 15 | metre | 232.67 ₹3,490.05 Lowest | 237.42 ₹3,561.3 |
| 1.01 | 50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 | 12 | metre | 237.9 ₹2,854.8 Lowest | 242.76 ₹2,913.12 |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
19 May 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer LID and EW Section Mayyil Grama Panchayat post mayyil Kannur PIN 670602
Annual Plan-Mayyil GP Proj no 100/25-26-Maintenance of compound wall of Peruvangoor anganwadi-General Civil Work-Asset no 212700107100000002
2026_LSGD_849898_10
01/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,465
Yes
4 Jul 2026
11 May 2026
21 May 2026
11 May 2026
19 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL | |||||
| 1.001 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime 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 | - | cum | - | - |
| 1.003 | OD463574/2025-2026: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 | 1 | cum | - | - |
| 1.004 | OD463575/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in
cement mortar 1:6 forsuperstructure above plinth level up to floor level including all cost of material labour charges etc.(MOD 50.6.7.2 OF DAR) | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | - | sqm | - | - |
| 1.008 | 50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | - | metre | - | - |
| 1.009 | 50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 | - | metre | - | - |
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