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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | ₹1.5 L | L1 | Accepted-Finance lowest |
| 2 | L2₹1.7 L+₹19,894 (13.5%)Rejected-Finance CHOLAKKAPARAMBAN | ERNAKULAM | KERALA | 680667 | ₹1.7 L+₹19,894 (13.5%) | L2 | Rejected-Finance high |
| Sl No | Description | Qty | Unit | JENEESH P C L1 | KUNHIMOIDEEN CHOLAKKAPARAMBAN L2 |
|---|---|---|---|---|---|
| 1.00Road-Retarring | |||||
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 280 | sqm | 14.11 ₹3,950.8 Lowest | 14.11 ₹3,950.8 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 52.15 | sqm | 385.47 ₹20,102.26 Lowest | 385.47 ₹20,102.26 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 280 | sqm | 278.95 ₹78,106 Lowest | 350 ₹98,000 |
| 1.00 | OD20446/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 5.4 | cum | 8,446.62 ₹45,611.75 Lowest | 8,446.62 ₹45,611.75 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,694
Closing Date
20 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LID/EW Karuvarakundu GP
Annual Plan-2026-27-Karuvarakundu GP-Improvement works to C.T.Chilambilakkai road -ward 10-Project no- 84/27
2026_LSGD_865110_4
ET2/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
270 days
KARUVARAKUNDU
Please refer tender documents
9 documents required · 9 mandatory
₹555
Yes
₹3,694
20 Sept 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road-Retarring | |||||
| 1.001 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD20446/2026-2027:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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