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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance CHOORAKUZHI PANCHAYATH KARAKULAM | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.1 L+₹1.6 L (25.3%)Admitted-Fee/PreQual/Technical/Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.3 L+₹1.8 L (28.4%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ALAPPUZHA | KERALA | 688548 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANI C B L3 | DEEPU I S L2 | DAVIDRAJ L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANCE | ||||||
| 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. | 156 | sqm | 10 ₹1,560 | 9.16 ₹1,428.96 Lowest | 15.59 ₹2,432.04 |
| 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) | 23.4 | cum | 9,500 ₹2,22,300 | 9,000 ₹2,10,600 Lowest | 9,316.79 ₹2,18,012.89 |
| 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) | 229.57 | sqm | 420 ₹96,419.4 | 415 ₹95,271.55 | 395.61 ₹90,820.19 Lowest |
| 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. | 1,350 | sqm | 15 ₹20,250 | 14 ₹18,900 | 13.65 ₹18,427.5 Lowest |
| 1.00 | 75.5.11.2.A.2Z:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65) | 1,350 | sqm | 360 ₹4,86,000 | 356 ₹4,80,600 | 232.42 ₹3,13,767 Lowest |
| 1.01 | OD107329/2026-2027:Supplying and fixing information board 75*60cm using GI pipes and post and MS sheet surrounded by MS angles including painting lettering and fixing in position | 1 | each | 2,600 ₹2,600 | 2,500 ₹2,500 | 2,422.89 ₹2,422.89 Lowest |
Tender Value
Refer Docs
EMD Value
₹16,943
Closing Date
23 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section, Karakulam GP
Annual Plan-Karakulam GP Project No 12/26-27 -Improvements to Mukkampalamoodu-Kunnumpara-Thachoorpara road in ward 1-General Civil Work
2026_LSGD_869626_1
T-03/AE/LIDEW/KKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,943
Yes
6 Oct 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTANCE | |||||
| 1.001 | 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. | 156 | 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) | 23.4 | cum | - | - |
| 1.003 | 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) | 229.57 | sqm | - | - |
| 1.004 | 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. | 1,350 | sqm | - | - |
| 1.005 | 75.5.11.2.A.2Z:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65) | 1,350 | sqm | - | - |
| 1.006 | OD107329/2026-2027:Supplying and fixing information board 75*60cm using GI pipes and post and MS sheet surrounded by MS angles including painting lettering and fixing in position | 1 | each | - | - |
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