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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₹77.4 LAccepted-AOC CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | L1 | Accepted-AOC L1 - LOWEST TENDER | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SANTHOSHKUMAR K K L3 | BIJU M M L4 | Sabu L2 | abdul nasar m h L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING AND SIDE BERM PROTECTION | |||||||
| 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. | 1,695 | sqm | 16 ₹27,120 | 20 ₹33,900 | 15 ₹25,425 | 14.4 ₹24,408 Lowest |
| 1.00 | 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 | 50.92 | cum | 441 ₹22,457.93 | 500 ₹25,462.5 | 220 ₹11,203.5 Lowest | 397.3 ₹20,232.5 |
| 1.00 | OD55976/2025-2026:Filling with quarry muck, filling up low lying and water logged areas with local material/ quarry muck spreading in layers leveling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade | 436.5 | cum | 947 ₹4,13,365.5 Lowest | 1,000 ₹4,36,500 | 1,400 ₹6,11,100 | 947.54 ₹4,13,601.21 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 436.5 | cum | 2,491 ₹10,87,321.5 Lowest | 3,000 ₹13,09,500 | 2,800 ₹12,22,200 | 2,491.92 ₹10,87,723.08 |
| 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) | 120.98 | cum | 9,563 ₹11,56,893.49 | 10,000 ₹12,09,760 | 7,600 ₹9,19,417.6 Lowest | 8,300 ₹10,04,100.8 |
| 1.01 | OD56461/2025-2026:Supplying and Laying Interlocking cement concrete paver block tiles 100 mm or nearest size
thickness, minimum strength M50(confirming to IS 15658:2006, for Medium traffic low
volume roads) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying
interlock CC paver block tiles in lines and levels as per the direction of the departmental
officers at site, inclusive of all cost & amp; conveyance charges etc complete (MoRTH
55.23 modified). | 2,486 | sqm | 1,321 ₹32,84,006 | 1,321 ₹32,84,006 | 1,400 ₹34,80,400 | 1,150.8 ₹28,60,888.8 Lowest |
| 1.01 | 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 | 0.9 | cum | 9,887 ₹8,898.3 | 9,887 ₹8,898.3 | 8,400 ₹7,560 Lowest | 8,898.3 ₹8,008.47 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 1,00,437 ₹3,615.73 | 1,00,437 ₹3,615.73 | 95 ₹3.42 Lowest | 90,393.5 ₹3,254.17 |
| 2.00Road Retarring and Culvert construction | |||||||
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
23 Jun 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER LSGD DIVISION THRISSUR
EXECUTIVE ENGINEER LSGD DIVISION THRISSUR DISTRICT PANCHAYATH THRISSUR
86727 Annual Plan-DPT TSR 2024-2025 MAINTANACE OF SHORNUR ROAD - PATHAZHAKUNDU RESERVOIR ROAD, THEKKUMKARA GP, WADAKKANCHERY BP - VAZHANI DIVISION
2025_LSGD_769381_5
TN3/25-26
Open Tender
Civil Works - Roads
Item Rate
330 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2025
16 Jun 2025
24 Jun 2025
16 Jun 2025
23 Jun 2025
16 Jun 2025
Amount
ROAD CONCRETING AND SIDE BERM PROTECTION
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.
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
OD55976/2025-2026:Filling with quarry muck, filling up low lying and water logged areas with local material/ quarry muck spreading in layers leveling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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)
OD56461/2025-2026:Supplying and Laying Interlocking cement concrete paver block tiles 100 mm or nearest size thickness, minimum strength M50(confirming to IS 15658:2006, for Medium traffic low volume roads) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock CC paver block tiles in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charges etc complete (MoRTH 55.23 modified).
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
Road Retarring and Culvert construction
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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)
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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
OD56125/2025-2026:Engaging labour for lifting slab
OD56191/2025-2026:DR Packing under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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)
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
Sabu (BID ID -2230022)
SANTHOSHKUMAR K K (BID ID -2229551)
BIJU M M (BID ID -2229607)
Bidder Name
SANTHOSHKUMAR K K
BIJU M M
abdul nasar m h
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