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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | ₹6.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.8 L+₹3,694.97 (0.54%)Accepted-Finance | ₹6.8 L+₹3,694.97 (0.54%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical 15062426 MOHANDAS C | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | VINOJ MANNANCHERI L4 | sajid pakkada L2 | Shemeer Althaf MM L1 | ABDUL LATHEEF.K L6 | MOIDEENKUTTY URPATTIL L3 | SHIJU M L7 | NISAR C L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Re concrete | ||||||||||
| 1.00 | OD96446/2026-2027:
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 | 36.94 | cum | 281.57 ₹10,400.63 | 275 ₹10,157.95 Lowest | 275.72 ₹10,184.55 | 327 ₹12,078.73 | 277.95 ₹10,266.92 | 337.34 ₹12,460.66 | 285.01 ₹10,527.7 |
| 1.00 | OD90498/2026-2027: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
Plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 24.62 | cum | 2,482.55 ₹61,132.79 | 2,457 ₹60,503.63 | 2,430.95 ₹59,862.14 Lowest | 2,889.5 ₹71,153.94 | 2,450.68 ₹60,348 | 2,974.2 ₹73,239.68 | 2,512.9 ₹61,880.16 |
| 1.00 | OD90499/2026-2027: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) | 89.9 | cum | 6,909.34 ₹6,21,170.39 | 6,800 ₹6,11,340.4 | 6,765.74 ₹6,08,260.32 Lowest | 8,044 ₹7,23,179.73 | 6,820.64 ₹6,13,196 | 8,277.69 ₹7,44,189.16 | 6,993.8 ₹6,28,763.6 |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
7 Aug 2026, 6:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer LSGD Section Moonniyur GP
Kuruma Valiyachali road in Moonniyur GP
2026_LSGD_862775_10
AE/LSGD/Mnr/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
Moonniyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,171
27 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Re concrete | |||||
| 1.001 | OD96446/2026-2027:
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 | - | cum | - | - |
| 1.002 | OD90498/2026-2027: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
Plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD90499/2026-2027: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) | 0.2 | cum | - | - |
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