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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY SHIBU MATHEW |
| 2 | L2₹7.8 LRejected-AOC | ₹7.8 L | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY SHIBU MATHEW |
| Sl No | Description | Qty | Unit | SUNNY K A L2 | SHIBU MATHEW L1 |
|---|---|---|---|---|---|
| 1.00DRAINAGE GRATINGS | |||||
| 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 | 59.77 | cum | 330.94 ₹19,778.63 | 323.78 ₹19,350.71 |
| 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) | 8.37 | cum | 7,298.26 ₹61,086.44 | 7,140.39 ₹59,765.06 |
| 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) | 25.25 | cum | 8,497.09 ₹2,14,509.04 | 8,313.3 ₹2,09,869.26 |
| 1.00 | 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 | 195.44 | kg | 207.93 ₹40,637.84 | 203.43 ₹39,758.36 |
| 1.00 | 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) | 13.01 | cum | 9,649.67 ₹1,25,561.51 | 9,440.94 ₹1,22,845.51 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 33.54 | kg | 172.09 ₹5,772.59 | 168.36 ₹5,647.47 |
| 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 | 1,106.02 | kilogram | 103.44 ₹1,14,406.71 | 101.2 ₹1,11,929.22 |
| 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 | 177.43 | sqm | 355.27 ₹63,036.27 | 347.58 ₹61,671.81 |
| 1.01 | 18.85.4:Providing and fixing stainless steel pipe of grade AISI 304 as per JIS standard 3448 complete with press type (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. ( The pipe length inserted in the fitting shall not be measured for payment). internal work- Exposed on wall.34.00 mm outer dia Pipe. | 5 | metre | 892.29 ₹4,461.45 | 872.99 ₹4,364.95 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
19 Jan 2026, 6:00 pmClosed
ASSI EXECUTIVE ENGINEER
ASSI EXECUTIVE ENGINEER LID EW DIVISION IDUKKI DISTRICT GP PAINAVU
Annual Plan IDP 2025 26 KODIKULAM GP CONSTRUCTION OF DRAINAGE IN KODIKULAM GOVT HIGH SCHOOL 75 26 General Civil Work
2026_LSGD_826382_2
13/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
180 days
KODIKULAM GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,184
Yes
5 Mar 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
12 Jan 2026 - 19 Jan 2026
DRAINAGE GRATINGS
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
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)
4.1.3: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)
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
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)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
18.85.4:Providing and fixing stainless steel pipe of grade AISI 304 as per JIS standard 3448 complete with press type (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. ( The pipe length inserted in the fitting shall not be measured for payment). internal work- Exposed on wall.34.00 mm outer dia Pipe.
18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
OD369037/2025-2026:Supplying and erecting RCC ring including all labour charges and conveyance cost etc. 0.90m dia. ring height 0.45m
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
OD368918/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete
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