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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.2 LAccepted-AOC | ₹11.2 L | 1 | Accepted-AOC agmnt executed |
| 2 | Rejected-Technical KAITHADI THOONGARAVALLY ROAD W 1 | THRISSUR | KERALA | 680667 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical EDAMULACKAL GP KERALA KL | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | S SURENDRAN PILLAI L1 | HAREES L2 | NIZARUDEEN L3 |
|---|---|---|---|---|---|---|
| 1.00Karupettykonam Unnathi road re tarring | ||||||
| 1.00 | 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. | 112.65 | sqm | 275.05 ₹30,984.38 Lowest | 327 ₹36,836.55 | 327 ₹36,836.55 |
| 1.00 | 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. | 750 | sqm | 13.88 ₹10,410 Lowest | 15.7 ₹11,775 | 15.7 ₹11,775 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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) | 750 | sqm | 254.3 ₹1,90,725 Lowest | 303 ₹2,27,250 | 303 ₹2,27,250 |
| 2.00Karupettykonam Unnathi road side wall and irish | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.38 | cum | 827.87 ₹1,138.32 Lowest | 988 ₹1,358.5 | 988 ₹1,358.5 |
| 2.00 | OD500524/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Modified 11.4.1.1 form work excluded) | 0.28 | cum | 7,607.98 ₹2,092.19 | 3,837 ₹1,055.18 Lowest | 3,837 ₹1,055.18 Lowest |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.4 | cum | 7,732.44 ₹26,290.3 Lowest | 8,235 ₹27,999 | 8,235 ₹27,999 |
| 2.00 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 5 | no | 151.84 ₹759.2 Lowest | 180 ₹900 | 180 ₹900 |
| 2.00 | OD500542/2025-2026:
Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m | 685.8 | sqm | 32.3 ₹22,151.34 Lowest | 37.8 ₹25,923.24 | 37.8 ₹25,923.24 |
Tender Value
₹12.7 L
EMD Value
₹31,800
Closing Date
10 Mar 2026, 5:00 pmClosed
Deputy Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
1065- Karuppattikonam Unnathikendram Edamulakkal GP
2026_LSGD_841440_5
14/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,800
Yes
6 Jun 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
Karupettykonam Unnathi road re tarring
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.
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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)
Karupettykonam Unnathi road side wall and irish
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD500524/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Modified 11.4.1.1 form work excluded)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
OD500542/2025-2026: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m
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)
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