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Tender Value
₹2.5 L
EMD Value
₹6,302
Closing Date
11 Jun 2026, 6:00 pm6d left
Sumisha K K
Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat
494/25-26 Construction of compound wall for Anandhasram Anganwadi
2026_LSGD_853029_6
01/2026-27/AE/LSGD/AJR
Open Tender
Civil Works - Others
180 days
Ajanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹850
Yes
₹6,302
Yes
3 Jun 2026
3 Jun 2026
15 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SCHOOL MAINTENANCE | ||||||
| 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.7.1: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 mud mortar | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD29725/2026-2027:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6 for foundation and basement o including all cost of materials, labour charges etc. (Modified 50.6.7.1) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD29728/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD29729/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm 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. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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