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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.2 LAccepted-AOC | ₹11.2 L | 1 | Accepted-AOC Lowest bid accepted |
| 2 | 2₹14.5 LRejected-AOC | ₹14.5 L | 2 | Rejected-AOC Second lowest bid rejected |
| Sl No | Description | Qty | Unit | Anthyalankavu Engineering & Labour Contract Society Ltd No 321 L2 | RAJAN G THOMAS L1 |
|---|---|---|---|---|---|
| 1.00RECTIFICATION WORK | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 100 | sqm | 30 ₹3,000 | 16 ₹1,600 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 0.74 | cum | 3,000 ₹2,214 | 1,367 ₹1,008.85 |
| 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 | 100.16 | cum | 3,500 ₹3.5 L | 2,239 ₹2.2 L |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 40.38 | cum | 6,000 ₹2.4 L | 5,433 ₹2.2 L |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 8.5 | cum | 7,500 ₹63,750 | 7,360.5 ₹62,564.25 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 257.04 | sqm | 850 ₹2.2 L | 739.5 ₹1.9 L |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.97 | cum | 15,999 ₹4.3 L | 11,240 ₹3.0 L |
| 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 | 1,055.5 | kilogram | 115 ₹1.2 L | 98.56 ₹1.0 L |
| 1.01 | OD19655/2025-2026:Providing copper sheet sealing strips for expansion joint between span in the sides
and bed using 1.6 mm thick strips and 30 cm wide 3.0<br>m long copper sheet incl. cost conveyance etc
Details of cost for 12.672 kg
Considering 3.0 m length, width 300 mm and 1.6 mm thick = 0.90 sqm copper plate.
Weight of copper plate @ 14.08 kg/m2
12.672 kg | 14.78 | kg | 900 ₹13,305.60 | 799 ₹11,812.42 |
Tender Value
₹12.7 L
EMD Value
₹31,758
Closing Date
16 Oct 2025, 6:00 pmClosed
Asst. Executive Engineer
PIP Sub Division, Kozhencherry-P.O, Pathanamthitta Dist. PIN-689641
Rectify the damaged canal lining
2025_Irrig_808042_1
IRR/PII/TR/2298/2025_5_12_10/1
Open Tender
Civil Works - Canal
180 days
Mavelikkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,758
Yes
6 Mar 2026
10 Oct 2025
21 Oct 2025
10 Oct 2025
16 Oct 2025
10 Oct 2025
Amount
RECTIFICATION WORK
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 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
OD19655/2025-2026:Providing copper sheet sealing strips for expansion joint between span in the sides and bed using 1.6 mm thick strips and 30 cm wide 3.0<br>m long copper sheet incl. cost conveyance etc Details of cost for 12.672 kg Considering 3.0 m length, width 300 mm and 1.6 mm thick = 0.90 sqm copper plate. Weight of copper plate @ 14.08 kg/m2 12.672 kg
Anthyalankavu Engineering & Labour Contract Society Ltd No 321 (BID ID -2393676)
Bidder Name
RAJAN G THOMAS
Anthyalankavu Engineering & Labour Contract Society Ltd No 321
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