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| Sl No | Description | Qty | Unit | Vijayan K L1 | C P BABU L2 |
|---|---|---|---|---|---|
| 1.00Pipeline works | |||||
| 1.00 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 55.28 | kg | 3.68 ₹203.44 Lowest | 3.72 ₹205.65 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.92 | cum | 3,392.83 ₹3,134.97 Lowest | 3,427.1 ₹3,166.64 |
| 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 | 10.69 | cum | 2,348.81 ₹25,113.48 Lowest | 2,372.54 ₹25,367.2 |
| 1.00 | 14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge | 18.46 | sqm | 69.23 ₹1,278.19 Lowest | 69.93 ₹1,291.12 |
| 1.00 | OD102637/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry masonry for foundation and basement including all cost of materials, labour charges etc. | 0.32 | cum | 6,207.57 ₹1,986.42 Lowest | 6,270.27 ₹2,006.49 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.12 | cum | 7,329.99 ₹916.25 Lowest | 7,404.03 ₹925.5 |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 39.85 | sqm | 433.56 ₹17,275.63 Lowest | 437.94 ₹17,450.16 |
| 1.01 | OD102642/2026-2027:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 75mm Outer Dia.
MR10153 | 67 | metre | 179.73 ₹12,041.91 Lowest | 181.55 ₹12,163.85 |
| 1.01 | 2.10.1.1:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
All kinds of soilPipes, cables etc, not exceeding 80 mm dia | 67 | metre | 296.09 ₹19,838.03 Lowest | 299.08 ₹20,038.36 |
Tender Value
₹84,447
EMD Value
₹2,111
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD, LID and EW Section, Mayyil Grama Panchayat
Annual Plan-Mayyil Grama panachayat 2026-2027-Dismantling Old Pump House And Laying Pipe Lines At Mullakkodi Drinking Water Project In Sc Nagar Mullakkodi-Project No-170/2026-27-General Civil Work
2026_LSGD_869412_1
04/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,111
Yes
24 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pipeline works | |||||
| 1.001 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 55.28 | kg | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.92 | cum | - | - |
| 1.003 | 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 | 10.69 | cum | - | - |
| 1.004 | 14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge | 18.46 | sqm | - | - |
| 1.005 | OD102637/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry masonry for foundation and basement including all cost of materials, labour charges etc. | 0.32 | cum | - | - |
| 1.006 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.13 | cum | - | - |
| 1.007 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 39.85 | sqm | - | - |
| 1.008 | OD102642/2026-2027:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 75mm Outer Dia.
MR10153 | 67 | metre | - | - |
| 1.009 | 2.10.1.1:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
All kinds of soilPipes, cables etc, not exceeding 80 mm dia | 67 | metre | - | - |
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