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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹11,692.11 (7.49%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹11,692.11 (7.49%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.7 L+₹13,387.25 (8.58%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹13,387.25 (8.58%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.7 L+₹18,470.52 (11.8%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹18,470.52 (11.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Renjith.R L3 | AJITHKUMAR M L1 | CHANDRAN.S L4 | L PRAKASH L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.73 | cum | 1,866.18 ₹5,094.67 | 1,718.75 ₹4,692.19 Lowest | 1,922.16 ₹5,247.5 | 1,847.52 ₹5,043.73 |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 4.16 | cum | 1,878.71 ₹7,815.43 | 1,730.2 ₹7,197.63 Lowest | 1,935.07 ₹8,049.89 | 1,859.82 ₹7,736.85 |
| 1.00 | OD166373/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil ( Derived from DAR 2.28.1) | 30.4 | sqm | 37.56 ₹1,141.82 | 34.59 ₹1,051.54 Lowest | 38.68 ₹1,175.87 | 37.18 ₹1,130.27 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 14.4 | cum | 9,766.53 ₹1,40,638.03 | 8,994.97 ₹1,29,527.57 Lowest | 10,059.52 ₹1,44,857.09 | 9,668.86 ₹1,39,231.58 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.57 | cum | 9,390.88 ₹14,762.46 | 8,649 ₹13,596.23 Lowest | 9,672.6 ₹15,205.33 | 9,296.97 ₹14,614.84 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
18 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, ARYANCODE GRAMA PANCHAYAT OTTASEKHARAMANGALAM(PO), TRIVANDRUM PIN 695125
Annual Plan-ARYANCODE GP 2026-27 PROJ NO 249 RENOVATION OF K A R I K K O T T U K U Z H I NELLIKKAPARAMBU ROAD-249/27- General Civil Work
2026_LSGD_867284_19
01/2026/AE/LIDEW/ARGP/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
ARYANCODE GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹4,236
Yes
19 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.73 | cum | - | - |
| 1.002 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 4.16 | cum | - | - |
| 1.003 | OD166373/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil ( Derived from DAR 2.28.1) | 30.4 | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 14.4 | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.57 | cum | - | - |
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