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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₹8.2 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical 6 | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOYAL RAJU L2 | EBIN BENNY L3 | JOY K JOHN L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 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. | 156.27 | sqm | 323.56 ₹50,562.72 | 326.83 ₹51,073.72 | 312.26 ₹48,796.87 Lowest |
| 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. | 869 | sqm | 15.79 ₹13,721.51 | 15.95 ₹13,860.55 | 15.23 ₹13,234.87 Lowest |
| 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) | 869 | sqm | 302.62 ₹2,62,976.78 | 305.68 ₹2,65,635.92 | 292.05 ₹2,53,791.45 Lowest |
| 1.00 | OD283662/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 28 | sqm | 31.2 ₹873.6 | 31.51 ₹882.28 | 30.1 ₹842.8 Lowest |
| 1.00 | OD283669/2025-2026: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) | 15.63 | cum | 9,195 ₹1,43,763.83 | 9,287.88 ₹1,45,216 | 8,874.06 ₹1,38,745.93 Lowest |
| 1.01 | OD283867/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc.,disposal of unserviceable material to be dumping ground for which payment shall be made seperately unstacking of serviceable material within 50 m as per the direction Engineer in charge | 28 | sqm | 141.91 ₹3,973.48 | 143.34 ₹4,013.52 | 136.95 ₹3,834.6 Lowest |
| 1.01 | OD283930/2025-2026:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 28 | sqm | 473.28 ₹13,251.84 | 478.06 ₹13,385.68 | 456.76 ₹12,789.28 Lowest |
| 1.01 | OD309615/2025-2026: Providing and Laying of Interlocking Concrete Block Pavements usig 80 mm thick, M40 grade Hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge. | 9.6 | sqm | 1,160.21 ₹11,138.02 | 1,171.93 ₹11,250.53 | 1,119.71 ₹10,749.22 Lowest |
| 1.01 | 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) | 2.15 | cum | 9,185.81 ₹19,758.68 | 9,278.6 ₹19,958.27 | 8,865.19 ₹19,069.02 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
13 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2025_LSGD_805067_1
ET173/DPEKM/EE/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
17 Jan 2026
4 Oct 2025
15 Oct 2025
4 Oct 2025
13 Oct 2025
4 Oct 2025
Amount
Road Renovation
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)
OD283662/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
OD283669/2025-2026: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)
OD283867/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc.,disposal of unserviceable material to be dumping ground for which payment shall be made seperately unstacking of serviceable material within 50 m as per the direction Engineer in charge
OD283930/2025-2026:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
OD309615/2025-2026: Providing and Laying of Interlocking Concrete Block Pavements usig 80 mm thick, M40 grade Hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD307878/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 MoRTH 8.23.A
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
NOYAL RAJU (BID ID -2386040)
EBIN BENNY (BID ID -2386251)
Bidder Name
JOY K JOHN
NOYAL RAJU
EBIN BENNY
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