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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.9 LRejected-AOC | ₹8.9 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANIKANDAN C P L3 | NISAR L2 | K P VASU L1 |
|---|---|---|---|---|---|---|
| 1.00kulam side protection | ||||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 48 | hour | 345.54 ₹16,585.92 | 345.54 ₹16,585.92 | 334.14 ₹16,038.72 |
| 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 | 21 | cum | 1,197.33 ₹25,143.93 | 1,197.33 ₹25,143.93 | 1,157.82 ₹24,314.22 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 70.44 | cum | 257.63 ₹18,147.46 | 257.63 ₹18,147.46 | 249.13 ₹17,548.72 |
| 1.00 | OD528994/2024-2025: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 (Observed Data) | 149.85 | cum | 3,993.46 ₹6.0 L | 3,986 ₹6.0 L | 3,861.68 ₹5.8 L |
| 1.00 | OD529053/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site (DAR 60.7.8) | 14.7 | cum | 1,715.88 ₹25,223.44 | 1,715.88 ₹25,223.44 | 1,659.26 ₹24,391.12 |
| 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 | 23.4 | sqm | 386.16 ₹9,036.14 | 386.16 ₹9,036.14 | 373.42 ₹8,738.03 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.36 | cum | 9,963.93 ₹73,314.60 | 9,963.93 ₹73,314.60 | 9,635.12 ₹70,895.21 |
| 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 | 441.48 | kilogram | 112.43 ₹49,635.60 | 112.43 ₹49,635.60 | 108.72 ₹47,997.71 |
| 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) | 3.6 | cum | 9,235.97 ₹33,249.49 | 9,235.97 ₹33,249.49 | 8,931.18 ₹32,152.25 |
Tender Value
₹8.9 L
EMD Value
₹22,236
Closing Date
20 Jan 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
Pattithara panchayath-S0211
2026_LSGD_827372_1
ET-16/AEE/LSGD/TLABP/2025-26
Open Tender
Civil Works - Others
Thrithala Block Panchayath, Koottanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
Yes
₹22,236
Yes
9 Mar 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
kulam side protection
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD528994/2024-2025: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 (Observed Data)
OD529053/2024-2025:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site (DAR 60.7.8)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
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)
51.18.12.5:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 40 mm nominal dia
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