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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAdmitted-Fee/PreQual/Technical/Finance 0402 SUB TREASURYKOTTARAKARA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹12.3 L+₹8,297.26 (0.68%)Admitted-Fee/PreQual/Technical/Finance CHADAYAMANGALAM BLOCK PANCHAYATH CHADAYAMANGALAM KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | WORKS CONTRACT L1 | SHARAFUDEEN M L2 |
|---|---|---|---|---|---|
| 1.00irish dain | |||||
| 1.00 | OD71327/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 286 | sqm | 35.37 ₹10,115.82 Lowest | 35.61 ₹10,184.46 |
| 1.00 | OD99888/2026-2027: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) | 42.9 | cum | 9,015.81 ₹3,86,778.25 Lowest | 9,080 ₹3,89,532 |
| 2.00retarring | |||||
| 2.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 259.28 | sqm | 358.24 ₹92,884.47 Lowest | 360.7 ₹93,522.3 |
| 2.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 2,004 | sqm | 23.18 ₹46,452.72 Lowest | 23.34 ₹46,773.36 |
| 2.00 | 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) | 2,004 | sqm | 341.72 ₹6,84,806.88 Lowest | 344.06 ₹6,89,496.24 |
| 2.00 | OD71326/2026-2027:Supplying and fixing information nameboard of size 75x60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing in concrete etc complete | 1 | each | 2,111 ₹2,111 | 1,938.04 ₹1,938.04 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
30 Sept 2026, 9:00 amClosed
Assistant Engineer
LIDEW Section Velinalloor GP,Chadayamangalam BP, Kollam
Cheroor Jn-Motorkunnu road maintenance- second reach
2026_LSGD_871467_1
01/AE/LIDEW/VLNR/2026-27
Open Tender
Civil Works - Roads
Item Rate
LID EW Section, Velinalloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,771
Yes
30 Sept 2026
19 Sept 2026
30 Sept 2026
19 Sept 2026
30 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1irish dain | |||||
| 1.001 | OD71327/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 286 | sqm | - | - |
| 1.002 | OD99888/2026-2027: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) | 42.9 | cum | - | - |
| 2retarring | |||||
| 2.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 259.28 | sqm | - | - |
| 2.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 2,004 | sqm | - | - |
| 2.003 | 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) | 2,004 | sqm | - | - |
| 2.004 | OD71326/2026-2027:Supplying and fixing information nameboard of size 75x60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing in concrete etc complete | 1 | each | - | - |
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