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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.0 L+₹70,410.47 (9.71%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹70,410.47 (9.71%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.0 L+₹73,804.93 (10.2%)Admitted-Fee/PreQual/Technical/Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | ₹8.0 L+₹73,804.93 (10.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.1 L+₹86,507.90 (11.9%)Admitted-Fee/PreQual/Technical/Finance | ₹8.1 L+₹86,507.90 (11.9%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹8.2 L+₹98,353.50 (13.6%)Admitted-Fee/PreQual/Technical/Finance | ₹8.2 L+₹98,353.50 (13.6%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C.SAJIKUMAR L1 | P ANILKUMAR L2 | A SURESH KUMAR L4 | DEEPU I S L3 | BEE BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Anamukham Mariyanagar road | ||||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 25.5 | sqm | 350 ₹8,925 | 343.69 ₹8,764.1 Lowest | 398.54 ₹10,162.77 | 345.16 ₹8,801.58 | 365 ₹9,307.5 |
| 1.00 | 5.2.1a:Tack Coat 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. | 300 | sqm | 15 ₹4,500 Lowest | 19.96 ₹5,988 | 23.15 ₹6,945 | 20.05 ₹6,015 | 21 ₹6,300 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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 By Manual Means Type A (II) Bitumen (S-65) | 300 | sqm | 320 ₹96,000 Lowest | 337.14 ₹1,01,142 | 390.94 ₹1,17,282 | 338.58 ₹1,01,574 | 358 ₹1,07,400 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 25.8 | cum | 500 ₹12,900 | 63.1 ₹1,627.98 Lowest | 73.17 ₹1,887.79 | 63.37 ₹1,634.95 | 67 ₹1,728.6 |
| 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) | 12.9 | cum | 9,000 ₹1,16,100 | 9,189.69 ₹1,18,547 | 8,798.64 ₹1,13,502.46 Lowest | 9,228.8 ₹1,19,051.52 | 9,776 ₹1,26,110.4 |
| 2.00Parangimamvila - Olikkuzhi road | ||||||||
| 2.00 | OD109167/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50metre lift up to 1.5 m | 396 | sqm | 15 ₹5,940 Lowest | 35.3 ₹13,978.8 | 35.46 ₹14,042.16 | 35.46 ₹14,042.16 | 37 ₹14,652 |
| 2.00 | 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) | 59.4 | cum | 8,100 ₹4,81,140 Lowest | 9,189.69 ₹5,45,867.59 | 9,228.8 ₹5,48,190.72 | 9,228.8 ₹5,48,190.72 | 9,400 ₹5,58,360 |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
8 Sept 2026, 6:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
Project no 99/26-27 Anamukham Road Mariya nagar Anganawadi , Anamukham Parngimavila olikkuzhi cammunity hall road Retarring and concrete in ward no 40-retarring and concrete-General Civil Work-retarring and concrete
2026_LSGD_866762_1
99/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
15 Sept 2026
29 Aug 2026
10 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Anamukham Mariyanagar road | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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 | 5.2.1a:Tack Coat 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 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 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 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 | - | - |
| 2Parangimamvila - Olikkuzhi road | |||||
| 2.001 | OD109167/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50metre lift up to 1.5 m | - | sqm | - | - |
| 2.002 | 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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