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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd. 15/05/2026 of Vakathanam GP. |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Aji Joseph L1 | THOMAS K K L2 |
|---|---|---|---|---|---|
| 1.00MORD_ROAD | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 11.52 | cum | 925 ₹10,656 | 941.83 ₹10,849.88 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.92 | cum | 9,001.46 ₹17,282.8 | 9,001.46 ₹17,282.8 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 30 | cum | 8,780 ₹2,63,400 | 8,796.86 ₹2,63,905.8 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.64 | tonne | 1,00,437.31 ₹63,777.69 | 1,00,437.31 ₹63,777.69 |
| 1.00 | OD357503/2025-2026:DAR ITEM 50.2.26.1 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. | 43.2 | cum | 464.32 ₹20,058.62 | 464.32 ₹20,058.62 |
| 1.01 | OD357451/2025-2026:Construction of granular sub base/base/surfacecorse with lockal materials spreading inlayers, levelling the top and compacting with smooth wheel roller as per technical specification (quarry muck filling with roller compaction) | 1.8 | cum | 1,254.08 ₹2,257.34 | 1,254.08 ₹2,257.34 |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 14.95 | no | 172.74 ₹2,582.46 | 172.74 ₹2,582.46 |
| 1.01 | OD479070/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of
labour, oil hire charges of pumpset, etc complete | 10 | hour | 359.98 ₹3,599.8 | 359.98 ₹3,599.8 |
| 1.01 | OD479071/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | 12 | metre | 1,121.94 ₹13,463.28 | 1,121.94 ₹13,463.28 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
21 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Vakathanam Grama Panchayat
Annual Plan-372/VKM/25-26 Protection wall for Valyamannil Kalunk-Anikkal Road Ward 7-Vakathanam GP-General Civil Work
2026_LSGD_846494_8
10/AE/LSGD/VKM/25-26/E-TENDER
Open Tender
Civil Works - Others
Vakathanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,590
Yes
20 Jun 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
MORD_ROAD
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD357503/2025-2026:DAR ITEM 50.2.26.1 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.
OD357451/2025-2026:Construction of granular sub base/base/surfacecorse with lockal materials spreading inlayers, levelling the top and compacting with smooth wheel roller as per technical specification (quarry muck filling with roller compaction)
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
OD479070/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD479071/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
concrete
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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