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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.0 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAZARUDEEN L3 | NADARSHAN.A L1 | VISHNU B H L2 | INZAR S L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 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) | 82.72 | sqm | 400 ₹33,086 | 400.34 ₹33,114.12 | 380 ₹31,431.7 | 415.12 ₹34,336.65 |
| 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. | 609 | sqm | 14 ₹8,526 | 13.81 ₹8,410.29 | 18 ₹10,962 | 14.32 ₹8,720.88 |
| 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) | 609 | sqm | 300 ₹1,82,700 | 290.33 ₹1,76,810.97 | 301 ₹1,83,309 | 301.05 ₹1,83,339.45 |
| 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. | 213 | sqm | 16 ₹3,408 | 13.15 ₹2,800.95 | 16 ₹3,408 | 15.8 ₹3,365.4 |
| 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) | 32.4 | cum | 8,900 ₹2,88,360 | 7,856.11 ₹2,54,537.96 | 8,400 ₹2,72,160 | 9,440.94 ₹3,05,886.46 |
| 1.01 | OD37877/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m anf lift 1.50m | 57.5 | sqm | 34 ₹1,955 | 30.18 ₹1,735.35 | 37 ₹2,127.5 | 36.27 ₹2,085.53 |
| 1.01 | 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) | 7.19 | cum | 8,900 ₹63,973.2 | 7,546.42 ₹54,243.67 | 7,900 ₹56,785.2 | 9,068.77 ₹65,186.32 |
Tender Value
₹6.2 L
EMD Value
₹15,407
Closing Date
7 Jul 2026, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, MADAVOOR GRAMA PANCHAYAT MADAVOOR- PALLICKAL P.O, THIRUVANATHAPURAM PIN 695602
Annual Plan-MADAVOOR GP 2026-27 -53/27 Kariyancha Vathukkal Njarayilkonam Juma Palli road Retarring in Ward 13-General Civil Work
2026_LSGD_858028_15
TN-01/AE/LSGD/MDR/26-27
Open Tender
Civil Works - Roads
120 days
Madavoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,360
Yes
₹15,407
Yes
10 Jul 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 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) | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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. | - | 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 | - | - |
| 1.006 | OD37877/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m anf lift 1.50m | - | sqm | - | - |
| 1.007 | 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 | cum | - | - |
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