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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-Finance | ₹5.6 L | 1 | Accepted-Finance L1 |
| 2 | 2₹5.9 L+₹31,373 (5.63%)Accepted-Finance | ₹5.9 L+₹31,373 (5.63%) | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | NADARSHAN.A L1 | MANU A K L2 |
|---|---|---|---|---|---|
| 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) | 136.77 | sqm | 401.79 ₹54,952.82 Lowest | 405.52 ₹55,462.97 |
| 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. | 900 | sqm | 13.86 ₹12,474 Lowest | 13.89 ₹12,501 |
| 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) | 900 | sqm | 291.39 ₹2,62,251 Lowest | 293.87 ₹2,64,483 |
| 1.00 | OD50662/2026-2027:Scarifying the existing bituminous road surface to a depth of 150mm by mechanical
means -Scarifying the existing bituminous road surface to a depth of 150mm and re-compacting the
aggregate received from scarifying with static roller | 120 | sqm | 6.57 ₹788.4 Lowest | 16.01 ₹1,921.2 |
| 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) | 18 | cum | 8,061.41 ₹1,45,105.38 Lowest | 9,037.74 ₹1,62,679.32 |
| 1.01 | OD50794/2026-2027: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 | 78.75 | sqm | 30.97 ₹2,438.89 Lowest | 34.73 ₹2,734.99 |
| 1.01 | 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) | 9.84 | cum | 8,053.38 ₹79,277.47 Lowest | 9,028.73 ₹88,878.82 |
Tender Value
₹6.2 L
EMD Value
₹15,416
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 -50/27 Improvement of Seemanthapuram Myladumpoika Moozhiyil Road in ward 10-General Civil Work
2026_LSGD_858028_5
TN-01/AE/LSGD/MDR/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Madavoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,360
Yes
₹15,416
Yes
16 Sept 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 | OD50662/2026-2027:Scarifying the existing bituminous road surface to a depth of 150mm by mechanical
means -Scarifying the existing bituminous road surface to a depth of 150mm and re-compacting the
aggregate received from scarifying with static roller | - | 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) | - | cum | - | - |
| 1.006 | OD50794/2026-2027: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: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) | 1 | cum | - | - |
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