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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Fee/PreQual/Technical/Finance MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.6 L+₹66,230.55 (11.2%)Admitted-Fee/PreQual/Technical/Finance RETARRING AND RE CONCRETING OF THOMMANKUTHU F C CONVENT NADACKALPPADAM ROAD WARD 3 | ALAPPUZHA | KERALA | 686102 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AKSHAI MATHEWS L2 | ADHARSH CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 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. | 17.42 | cum | 74.19 ₹1,292.69 | 66 ₹1,149.98 Lowest |
| 1.00 | 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) | 17.42 | cum | 10,197.27 ₹1,77,677.23 | 9,186 ₹1,60,056.86 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 84.58 | sqm | 511.86 ₹43,293.12 | 461 ₹38,991.38 Lowest |
| 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. | 1,050 | sqm | 23.53 ₹24,706.5 | 21 ₹22,050 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,050 | sqm | 388.21 ₹4,07,620.5 | 349 ₹3,66,450 Lowest |
| 1.01 | OD149283/2026-2027:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete | 1 | 1 nos | 3,412.73 ₹3,412.73 | 3,074 ₹3,074 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,820
Closing Date
19 Sept 2026, 2:00 pmClosed
Assistant Engineer
LID EW Section Udumbanoor GP
UDBNR 270/27 MAINTENANCE OF RANDUPALAM AMBALAM THATTAKUZHA ROAD WARD 13-IN UDUMBANNOOR GP
2026_LSGD_867775_16
01/AE/LIDEW/UDBNR/2026-27
Open Tender
Civil Works - Roads
Item Rate
Udumbanoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,820
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 |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 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. | 17.42 | cum | - | - |
| 1.002 | 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) | 17.42 | cum | - | - |
| 1.003 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 84.58 | sqm | - | - |
| 1.004 | 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. | 1,050 | sqm | - | - |
| 1.005 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,050 | sqm | - | - |
| 1.006 | OD149283/2026-2027:Providing and fixing of good quality granite name board with lettering including of all material cost ,conveyance , labour charges etc complete | 1 | 1 nos | - | - |
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