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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.4 LAccepted-Finance | ₹27.4 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹27.4 LAccepted-Finance | ₹27.4 L | L2 | Accepted-Finance HIGHEST |
| Sl No | Description | Qty | Unit | SREEKUMAR L1 | SAJIMON P.S L2 |
|---|---|---|---|---|---|
| 1.00Water body conservation activities | |||||
| 1.00 | 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 | 39.29 | cum | 359 ₹14,104.39 | 359 ₹14,104.39 |
| 1.00 | OD421498/2025-2026: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 | 116.57 | cum | 3,990 ₹4,65,106.32 | 3,993 ₹4,65,456.02 |
| 1.00 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 25.28 | sqm | 1,030 ₹26,038.4 | 1,030 ₹26,038.4 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 125.49 | sqm | 386 ₹48,439.14 | 386 ₹48,439.14 |
| 1.00 | 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 | 1,684.09 | kilogram | 110 ₹1,85,250.12 | 112 ₹1,88,618.3 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.35 | cum | 8,343 ₹69,680.74 | 8,343 ₹69,680.74 |
| 1.01 | OD333558/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.(Modified DAR 50.2.26.1) | 185.37 | cum | 1,184 ₹2,19,478.08 | 1,184 ₹2,19,478.08 |
| 1.01 | 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 | 67.66 | cum | 909 ₹61,504.76 | 909 ₹61,504.76 |
| 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) | 26.38 | cum | 10,488 ₹2,76,641.98 | 10,488 ₹2,76,641.98 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 Mar 2026, 6:00 pmClosed
Assistant Engineer
LSGD Section Thaneermukkam GP
Annual Plan-Thanneermukkom GP-25-26 Thanneermukkom responsible tourism project Velliyakulam water body conservation activities S0159_26
2026_LSGD_840236_3
8/AE/TKM/TN/2025-26
Open Tender
Civil Works - Buildings
180 days
Thanneermukkam
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹50,000
23 Jun 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Water body conservation activities
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
OD421498/2025-2026: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
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD333558/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.(Modified DAR 50.2.26.1)
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
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)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD429483/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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