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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | ₹7.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.8 L+₹42,586.73 (5.80%)Admitted-Fee/PreQual/Technical/Finance | ₹7.8 L+₹42,586.73 (5.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.6 L+₹1.3 L (17.7%)Admitted-Fee/PreQual/Technical/Finance RETARRING AND RE CONCRETING OF THOMMANKUTHU F C CONVENT NADACKALPPADAM ROAD WARD 3 | ALAPPUZHA | KERALA | 686102 | ₹8.6 L+₹1.3 L (17.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHIBU MATHEW L2 | AKSHAI MATHEWS L3 | ADHARSH CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00RENOVATION | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 213 | sqm | 45.92 ₹9,780.96 | 30 ₹6,390 Lowest | 45 ₹9,585 |
| 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) | 31.95 | cum | 8,608.33 ₹2,75,036.14 | 10,041.93 ₹3,20,839.66 | 8,445 ₹2,69,817.75 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 84 | cum | 60.16 ₹5,053.44 | 70.18 ₹5,895.12 | 60 ₹5,040 Lowest |
| 1.00 | 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) | 12.02 | cum | 8,599.74 ₹1,03,403.27 Lowest | 10,031.92 ₹1,20,623.81 | 8,600 ₹1,03,406.4 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 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. | 59.3 | sqm | 354.17 ₹21,002.28 | 379.08 ₹22,479.44 | 335 ₹19,865.5 Lowest |
| 1.01 | 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) | 70.82 | sqm | 452.38 ₹32,037.55 | 484.19 ₹34,290.34 | 409 ₹28,965.38 Lowest |
| 1.01 | 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 | 20.8 ₹18,720 | 22.06 ₹19,854 | 18.8 ₹16,920 Lowest |
| 1.01 | 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) | 900 | sqm | 343.09 ₹3,08,781 | 367.22 ₹3,30,498 | 308.8 ₹2,77,920 Lowest |
| 1.01 | OD153559/2026-2027:Providing and fixing good quality Granite Name Board with lettering including all cost
of materials conveyance, labour charge etc complete | 1 | sqm | 3,016.12 ₹3,016.12 | 3,225.15 ₹3,225.15 | 2,724 ₹2,724 Lowest |
Tender Value
₹8.3 L
EMD Value
₹20,698
Closing Date
19 Sept 2026, 2:00 pmClosed
Assistant Engineer
LID EW Section Udumbanoor GP
UDBNR 276/27 THOMMANKUTH MANNOORKAD ROAD MAINTENANCE WARD 2-UDUMBANNOOR GP
2026_LSGD_867775_11
01/AE/LIDEW/UDBNR/2026-27
Open Tender
Civil Works - Roads
Item Rate
Udumbanoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,830
Yes
₹20,698
Yes
22 Sept 2026
7 Sept 2026
22 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 213 | sqm | - | - |
| 1.002 | 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) | 31.95 | cum | - | - |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 84 | cum | - | - |
| 1.004 | 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) | 12.02 | cum | - | - |
| 1.005 | 5.5.A.1a:Modified Penetration Macadam 50 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. | 59.3 | sqm | - | - |
| 1.006 | 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) | 70.82 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 900 | sqm | - | - |
| 1.009 | OD153559/2026-2027:Providing and fixing good quality Granite Name Board with lettering including all cost
of materials conveyance, labour charge etc complete | 1 | sqm | - | - |
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