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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.1 LAccepted-AOC | ₹2.1 L | l1 | Accepted-AOC l1 |
| 2 | l2₹2.1 LRejected-Finance | ₹2.1 L | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | RAJESH.V L2 | VIGNESH.T.M L1 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.75 | cum | 360 ₹2,430 | 356.28 ₹2,404.89 |
| 1.00 | OD387269/2025-2026: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 | 20.93 | Cum cm | 4,220 ₹88,303.50 | 4,215 ₹88,198.88 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.75 | cum | 7,980 ₹5,985 | 7,928.23 ₹5,946.17 |
| 1.00 | OD387270/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Details of cost for 100 sqm | 60.81 | 1 sqm | 38 ₹2,310.78 | 36 ₹2,189.16 |
| 1.00 | OD387267/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 6.08 | cum | 3,350 ₹20,371.35 | 3,337 ₹20,292.30 |
| 1.01 | 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) | 9.12 | cum | 9,570 ₹87,297.54 | 9,563 ₹87,233.69 |
| 1.01 | OD387268/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES
ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,835 ₹2,835 | 2,828 ₹2,828 |
| 2.00EARTH CUTTUNG AND FILLING | |||||
| 2.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 9 | cum | 260 ₹2,340 | 256 ₹2,304 |
Tender Value
₹2.1 L
EMD Value
₹5,297
Closing Date
21 Jan 2026, 5:00 pmClosed
Office of the Assistant Engineer LID EW Section
Office of the Assistant Engineer LID EW Section Vaniyamkulam Grama Panchayat
Annual Plan-25-26 VNKM GP MAMPUZHY ROAD NAVEEKARANAM WARD 16 (CFC BASIC GRANT 200000,OWN FUND 50000)- PRO 297/26 VNKM GP-General Civil Work
2026_LSGD_827326_10
T4/AE/LID EW VKMGP 25-26
Open Tender
Civil Works - Roads
vaniyamkulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹5,297
18 Apr 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
SIDE PROTECTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD387269/2025-2026: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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD387270/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil Details of cost for 100 sqm
OD387267/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD387268/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGES ETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
EARTH CUTTUNG AND FILLING
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
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.
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