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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.5 LAccepted-AOC | ₹76.5 L | L1 | Accepted-AOC Accepted vide Resolution No. /Order No. 2(1) and Date for Financial Evaluation 07/11/25 of kanchiyar GP |
| 2 | L2₹77.9 LRejected-AOC | ₹77.9 L | L2 | Rejected-AOC higher rate and hence the tender is not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | Mr.Binoy Scaria L7 | MARIAN CONSTRUCTIONS L2 | Roopesh K Rajappan L3 | THOMAS K JOSEPH L6 | Jayan E Thankachan L1 | Biby Scaria L4 | m g balakrishnan L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00convrete | ||||||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1,056.15 | cum | 190.7 ₹2.0 L | 200 ₹2.1 L | 100 ₹1.1 L | 205 ₹2.2 L | 166.1 ₹1.8 L | 200 ₹2.1 L | 183 ₹1.9 L |
| 1.00 | 8.3.5.A:Earthwork in Hill Road (v) Excavation in Hilly Areas in Hard Rock requiring blasting A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 14.8 | cum | 427.6 ₹6,328.48 | 750 ₹11,100 | 459.78 ₹6,804.74 | 337 ₹4,987.60 | 372.46 ₹5,512.41 | 450 ₹6,660 | 350 ₹5,180 |
| 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) | 963 | cum | 8,894.3 ₹85.7 L | 7,850 ₹75.6 L | 8,000 ₹77.0 L | 8,563.75 ₹82.5 L | 7,747.6 ₹74.6 L | 8,000 ₹77.0 L | 8,480 ₹81.7 L |
| 1.00 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 | 0.96 | sqm | 8,354.95 ₹8,020.75 | 12,000 ₹11,520 | 8,983.82 ₹8,624.47 | 10,900 ₹10,464 | 7,277 ₹6,985.92 | 9,000 ₹8,640 | 8,983 ₹8,623.68 |
Tender Value
₹94.4 L
EMD Value
₹50,000
Closing Date
5 Nov 2025, 2:00 pmClosed
ASSISTANT ENGINEER
O/O OF ASSISTANT ENGINEER LID EW KANCHIYAR
The items included in the estimate are earth work excavation in hilly area,earth work excavation in hard roack,road cc and name board
2025_LSGD_810467_1
10/AE/LID EW/KNCR/2025-26
Open Tender
Civil Works - Roads
180 days
KANCHIYAR
AS PER SBD
7 documents required · 7 mandatory
₹2,760
₹50,000
13 Jan 2026
16 Oct 2025
7 Nov 2025
16 Oct 2025
5 Nov 2025
16 Oct 2025
Amount
convrete
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
8.3.5.A:Earthwork in Hill Road (v) Excavation in Hilly Areas in Hard Rock requiring blasting A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
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.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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
MARIAN CONSTRUCTIONS (BID ID -2428352)
Roopesh K Rajappan (BID ID -2429013)
Biby Scaria (BID ID -2428364)
m g balakrishnan (BID ID -2428633)
THOMAS K JOSEPH (BID ID -2428268)
Mr.Binoy Scaria (BID ID -2397878)
Bidder Name
MARIAN CONSTRUCTIONS
Mr.Binoy Scaria
Roopesh K Rajappan
m g balakrishnan
Biby Scaria
THOMAS K JOSEPH
Jayan E Thankachan
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