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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 L+₹12,818.18 (4.27%)Rejected-AOC | ₹3.1 L+₹12,818.18 (4.27%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.3 L+₹29,603.90 (9.86%)Rejected-Finance | ₹3.3 L+₹29,603.90 (9.86%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.3 L+₹28,914.20 (9.63%)Rejected-Finance | ₹3.3 L+₹28,914.20 (9.63%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.3 L+₹31,364.45 (10.4%)Rejected-Finance | ₹3.3 L+₹31,364.45 (10.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | G GOPAKUMARAN PILLAI L1 | RIYAZ K L2 | SABU B L3 | ANSHAD B L5 | SUNU K L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||
| 1.00 | OD296874/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.50 m. | 181.5 | 1 sqm | 32.71 ₹5,936.87 Lowest | 34.1 ₹6,189.15 | 35 ₹6,352.5 | 36 ₹6,534 | 35.9 ₹6,515.85 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 18.15 | cum | 3,014.25 ₹54,708.64 Lowest | 3,143 ₹57,045.45 | 3,200 ₹58,080 | 3,250 ₹58,987.5 | 3,286 ₹59,640.9 |
| 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 | 8,511.74 ₹2,31,732.12 Lowest | 8,875 ₹2,41,621.88 | 9,400 ₹2,55,915 | 9,450 ₹2,57,276.25 | 9,362 ₹2,54,880.45 |
| 1.00 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | sqm | 7,955.67 ₹7,955.67 Lowest | 8,295 ₹8,295 | 8,900 ₹8,900 | 8,900 ₹8,900 | 8,900 ₹8,900 |
Tender Value
₹3.4 L
EMD Value
₹8,436
Closing Date
2 Feb 2026, 4:00 pmClosed
SUCHITRADEVI M Block panchayat Sasthamcotta
BLOCK PANCHAYAT OFFICE SASTHAMCOTTA
MLA SDF 2025-26, Sri Kovoor Kunjumon MLA-Improving Traffic Facility of KIP Canal jn to 13 thund road second reach in Sooranad North GP-Sasthamcotta BP-General Ciil Work
2026_CRD_830451_1
S1/2973952/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
SOORANAD NORTH
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,436
Yes
9 Mar 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
Road concrete
OD296874/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.50 m.
4.1.A.2: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. (ii) For Grading II 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)
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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