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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC Accepted VideResolution NO.1/2 dtd 24.06.2026 of Vengara GP | |
| 2 | L2₹2.7 L+₹5,913.77 (2.21%)Rejected-AOC ACHANAMBALAM KANNAMANGALAM PO 676304 | MALAPPURAM | KERALA | 676304 | L2 | Rejected-AOC Higher rate and hence rejected | |
| 3 | L3₹2.9 L+₹20,014.88 (7.46%)Rejected-Finance PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹3.0 L+₹32,914.05 (12.3%)Rejected-Finance VENGARA TIRURANGADI | KANNUR | KERALA | 670612 | L4 | Rejected-Finance Higher rate and hence not admitted | |
| 5 | L5₹3.0 L+₹34,529.19 (12.9%)Rejected-Finance | L5 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | P. KOYAKUTTY L2 | SAIFULLAH P K L3 | Mohammed Ansad PP L5 | MOHAMMED SALIH V K L4 | RAMSHEED T K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||
| 1.00 | OD11200/2026-2027:Surface dressing of the ground including removing vegitation and In-equalities not exeeding 15 cm. deep and disposel of rubbish , lead up to 1.50 m all kinds of soil | 221 | 1 sqm | 29.25 ₹6,464.25 | 30.76 ₹6,797.96 | 31.33 ₹6,923.93 | 32.13 ₹7,100.73 | 28.62 ₹6,325.02 Lowest |
| 1.00 | OD11199/2026-2027:[OD From Mord 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 plate vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 22.1 | cum | 2,630.35 ₹58,130.74 | 2,765.7 ₹61,121.97 | 2,787 ₹61,592.7 | 2,889.53 ₹63,858.61 | 2,573.6 ₹56,876.56 Lowest |
| 1.00 | OD11202/2026-2027:(OD From Mord 6.7.1.)Interlocking concrete Block Pavemment Providing and laying of Interlocking concrete Block Pavements having thickness 80 mm as per drawing and technical specifications | 221 | sqm | 859.44 ₹1,89,936.24 | 903.66 ₹1,99,708.86 | 963 ₹2,12,823 | 944.12 ₹2,08,650.52 | 840.89 ₹1,85,836.69 Lowest |
| 1.00 | OD11201/2026-2027: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) | 2.66 | cum | 7,320.69 ₹19,502.32 | 7,697.4 ₹20,505.87 | 7,999 ₹21,309.34 | 8,042.03 ₹21,423.97 | 7,162.73 ₹19,081.51 Lowest |
Tender Value
₹3.2 L
EMD Value
₹7,904
Closing Date
19 Jun 2026, 11:00 amClosed
VIDHYA PV
LID EW LSGD Section Vengara Grama Panchayath Malappuram dist 676304
Annual Plan Vengara GP Pro No 80 2027 Chempanthodu Road Interlocking Ward 17 General Civil Work
2026_LSGD_855158_1
02/AE/LIDEW/VGP/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
VENGARA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹700
Yes
₹7,904
Yes
6 Jul 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | OD11200/2026-2027:Surface dressing of the ground including removing vegitation and In-equalities not exeeding 15 cm. deep and disposel of rubbish , lead up to 1.50 m all kinds of soil | - | 1 sqm | - | - |
| 1.002 | OD11199/2026-2027:[OD From Mord 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 plate vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD11202/2026-2027:(OD From Mord 6.7.1.)Interlocking concrete Block Pavemment Providing and laying of Interlocking concrete Block Pavements having thickness 80 mm as per drawing and technical specifications | - | sqm | - | - |
| 1.004 | OD11201/2026-2027: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) | - | cum | - | - |
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