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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-Finance | ₹15.3 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹16.2 L+₹91,392.78 (5.99%)Rejected-Finance | ₹16.2 L+₹91,392.78 (5.99%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹16.9 L+₹1.7 L (10.9%)Rejected-Finance | ₹16.9 L+₹1.7 L (10.9%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹16.9 L+₹1.7 L (11.0%)Rejected-Finance | ₹16.9 L+₹1.7 L (11.0%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹20.5 L+₹5.3 L (34.5%)Rejected-Finance | ₹20.5 L+₹5.3 L (34.5%) | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | V RAJAN L4 | ANIYAN G S L1 | SHABU B. L3 | SUBASH S L2 | RAJESH KUMAR C L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Rennovation | ||||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 312.5 | sqm | 416.27 ₹1,30,084.38 | 375.06 ₹1,17,206.25 Lowest | 416 ₹1,30,000 | 397.54 ₹1,24,231.25 | 416 ₹1,30,000 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 2,744 | sqm | 16.11 ₹44,205.84 | 14.52 ₹39,842.88 Lowest | 16 ₹43,904 | 15.39 ₹42,230.16 | 16 ₹43,904 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65) | 2,744 | sqm | 301.05 ₹8,26,081.2 | 271.25 ₹7,44,310 Lowest | 301 ₹8,25,944 | 287.5 ₹7,88,900 | 432 ₹11,85,408 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 231.6 | sqm | 16.36 ₹3,788.98 | 14.74 ₹3,413.78 Lowest | 16 ₹3,705.6 | 15.62 ₹3,617.59 | 16 ₹3,705.6 |
| 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) | 70.44 | cum | 9,776.27 ₹6,88,640.46 | 8,808.42 ₹6,20,465.1 Lowest | 9,776 ₹6,88,621.44 | 9,336.34 ₹6,57,651.79 | 9,776 ₹6,88,621.44 |
Tender Value
₹16.9 L
EMD Value
₹42,330
Closing Date
28 Jul 2026, 6:00 pmClosed
Leejiaraju
AEE ULLOOR ZONAL OFFICE
709/2026-27-Renovation of Thundathil Scottish school road Kundayam Pithravattam road in Chenkottukonam ward
2026_LSGD_861616_3
AEE/KZTM/DB/T05/2026-27
Open Tender
Civil Works - Roads
Item Rate
Chenkottukonam ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹42,330
Yes
17 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Rennovation | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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 | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
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