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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.4 LRejected-AOC | ₹3.4 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Vazhiparambil Constructions L1 | Chellathurai A L2 | Sreeram C L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | OD31029/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations
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 as per direction of site Engineer-in-charge | 45 | cum | 734 ₹33,030 | 865 ₹38,925 | 998 ₹44,910 |
| 1.00 | 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) | 27.23 | cum | 9,247 ₹2.5 L | 9,334 ₹2.5 L | 9,338 ₹2.5 L |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 9 | cum | 3,227 ₹29,043 | 3,332 ₹29,988 | 3,338 ₹30,042 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 85.5 | sqm | 15 ₹1,282.50 | 19 ₹1,624.50 | 22 ₹1,881 |
| 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 | 0.52 | cum | 910 ₹475.02 | 325 ₹169.65 | 345 ₹180.09 |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.87 | cum | 8,704 ₹7,572.48 | 7,946 ₹6,913.02 | 7,956 ₹6,921.72 |
| 1.01 | OD31043/2025-2026:Supplying and fixing granite name board | 1 | each | 3,861 ₹3,861 | 4,500 ₹4,500 | 5,000 ₹5,000 |
Tender Value
₹3.4 L
EMD Value
₹8,457
Closing Date
7 Nov 2025, 6:00 pmClosed
Secratary
Vazhoor Block Panchayath, Chamampathal
MLA SDF KK ROAD VIKAS NAGAR--BSNL ROAD CONCREETING - CHIRAKKADAVU GP
2025_CRD_816782_11
A2 2389007/2025
Open Tender
Civil Works - Roads
Vazhoor Block Panchayath, Chamampathal
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
₹8,457
21 Apr 2026
30 Oct 2025
10 Nov 2025
30 Oct 2025
7 Nov 2025
30 Oct 2025
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