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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.3 LRejected-AOC | ₹1.3 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | C T KORAH L1 | SEBASTIAN AP L2 |
|---|---|---|---|---|---|
| 1.00Side Protection | |||||
| 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 | 4.56 | cum | 350 ₹1,596 | 392 ₹1,787.52 |
| 1.00 | OD249574/2025-2026:DR PACKING with Dept. stone Under foundation - Dry stone packing under foundation using departmental rubble including labour charges etc. complete as per direction of departmental officers at site. (Adopted from Spec 60.7.2) | 3.42 | cum | 760 ₹2,599.20 | 869 ₹2,971.98 |
| 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) | 1.14 | cum | 8,300 ₹9,462 | 9,117 ₹10,393.38 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 76 | sqm | 380 ₹28,880 | 421 ₹31,996 |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 7.6 | cum | 9,000 ₹68,400 | 9,878 ₹75,072.80 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.75 | sqm | 900 ₹675 | 1,047 ₹785.25 |
| 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 | 27 | kilogram | 100 ₹2,700 | 122 ₹3,294 |
| 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) | 0.23 | cum | 9,000 ₹2,025 | 10,860 ₹2,443.50 |
Tender Value
₹1.2 L
EMD Value
₹2,953
Closing Date
26 Feb 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer, LID EW section, Koovappady
Annual Plan-270/25-26 -Renovation of Ambedkar colony thodu in Ward 4,Koovappady G.P
2026_LSGD_830218_2
10/T5/AE/LIDEW/KVPDY/25-26
Open Tender
Civil Works - Water Works
365 days
Koovappady
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹2,953
11 Jun 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
Side Protection
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
OD249574/2025-2026:DR PACKING with Dept. stone Under foundation - Dry stone packing under foundation using departmental rubble including labour charges etc. complete as per direction of departmental officers at site. (Adopted from Spec 60.7.2)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.1.3: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)
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