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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SREEJI . J L2 | VISHNU V L3 | K.GOPALAKRISHNA PILLAI L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 105 | sqm | 15.1 ₹1,585.5 | 17.61 ₹1,849.05 | 14.73 ₹1,546.65 Lowest |
| 1.00 | OD62097/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504 | 105 | sqm | 1,065.43 ₹1,11,870.15 | 1,242.42 ₹1,30,454.1 | 1,039.11 ₹1,09,106.55 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 144.02 | sqm | 305.24 ₹43,960.66 | 355.95 ₹51,263.92 | 297.7 ₹42,874.75 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 145.07 | sqm | 394.61 ₹57,246.07 | 460.16 ₹66,755.41 | 384.86 ₹55,831.64 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 2,229 | sqm | 14.89 ₹33,189.81 | 17.37 ₹38,717.73 | 14.53 ₹32,387.37 Lowest |
| 1.01 | 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) | 2,229 | sqm | 285.49 ₹6,36,357.21 | 332.92 ₹7,42,078.68 | 278.44 ₹6,20,642.76 Lowest |
| 1.01 | OD55161/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and in equalling
not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 | 259 | per sqm | 34.67 ₹8,979.53 | 40.43 ₹10,471.37 | 33.81 ₹8,756.79 Lowest |
| 1.01 | 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) | 33.64 | cum | 9,012.49 ₹3,03,216.21 | 10,509.63 ₹3,53,585.99 | 8,789.87 ₹2,95,726.39 Lowest |
| 2.00drain side wall protection | ||||||
Tender Value
₹12.7 L
EMD Value
₹31,774
Closing Date
25 Jul 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DILEEPKUMAR .S
LSGD SECTION, K.S.Pram G.P
PROJ NO 124/2025-26Edathara Jn-Moonnukutty Jn road and Maroorkulangara Pattathil Jn road re-tarring ward 9 KSPuramgp
2025_LSGD_776831_19
03/AE/LSGD/KSPM/2025-26
Open Tender
Civil Works - Roads
Item Rate
KULASEKHARAPURAM GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
₹31,774
Yes
11 Sept 2025
17 Jul 2025
26 Jul 2025
17 Jul 2025
25 Jul 2025
17 Jul 2025
Amount
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD62097/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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)
OD55161/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and in equalling not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5
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)
drain side wall protection
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)
SREEJI . J (BID ID -2261343)
VISHNU V (BID ID -2261390)
Bidder Name
SREEJI . J
K.GOPALAKRISHNA PILLAI
VISHNU V
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