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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | ₹14.3 L | L1 | Accepted-AOC LOWEST 1 |
| 2 | L2₹15.5 LRejected-Finance 2150M H | NA | NA | 121004 | ₹15.5 L | L2 | Rejected-Finance LOWEST 2 |
| Sl No | Description | Qty | Unit | ANWAR P L1 | SHINU L2 |
|---|---|---|---|---|---|
| 1.00Drainage construction | |||||
| 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 | 180 | cum | 217.96 ₹39,232.8 | 330 ₹59,400 |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 27 | cum | 834.92 ₹22,542.84 | 944 ₹25,488 |
| 1.00 | 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) | 18 | cum | 6,711.6 ₹1,20,808.8 | 8,000 ₹1,44,000 |
| 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) | 64 | cum | 7,076.82 ₹4,52,916.48 | 8,000 ₹5,12,000 |
| 1.00 | 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) | 5 | cum | 7,814.07 ₹39,070.35 | 8,483 ₹42,415 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 320 | sqm | 326.7 ₹1,04,544 | 354 ₹1,13,280 |
| 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 | 160 | sqm | 326.7 ₹52,272 | 354 ₹56,640 |
| 1.01 | 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) | 27 | cum | 8,874 ₹2,39,598 | 8,000 ₹2,16,000 |
| 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 | 3,510 | kilogram | 95.11 ₹3,33,836.1 | 103 ₹3,61,530 |
Tender Value
₹15.5 L
EMD Value
₹38,867
Closing Date
3 Mar 2026, 1:00 pmClosed
AE Thanalur GP
Office of AE LSGD Thanalur Gp
Annual plan 2025-26 - Tanalur GP - P No. 211/26 - Gandhi nagar Mampatta road drainage construction in ward 22-Gandhi nagar Mampatta road drainage construction in ward 22- Retenter
2026_LSGD_839337_1
ET/6/TNLR/LIDEW/25-26
Open Tender
Civil Works - Roads
Thnalur Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,867
Yes
24 Apr 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
Drainage construction
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
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2: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)
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
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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