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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₹42.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.15/09/2025 of KANJIKUZHY GP | |
| 2 | L2₹42.6 L+₹20,359.60 (0.48%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SWAMINATHAN C S L1 | RETHEESH D L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | OD165056/2025-2026: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
Recompacting aggregate obtained from scarifying with power roller | 3,498 | sqm | 7.8 ₹27,284.4 Lowest | 8 ₹27,984 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 524.7 | cum | 3,750.5 ₹19,67,887.35 Lowest | 3,755 ₹19,70,248.5 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 3,498 | sqm | 80.2 ₹2,80,539.6 Lowest | 82 ₹2,86,836 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,498 | sqm | 18.5 ₹64,713 Lowest | 19 ₹66,462 |
| 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) | 3,498 | sqm | 302.5 ₹10,58,145 Lowest | 305 ₹10,66,890 |
| 1.01 | OD194541/2025-2026:CHERTHALA TALUK-Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITHOUT POWER ROLLER) | 39.75 | cum | 1,297 ₹51,555.75 Lowest | 1,300 ₹51,675 |
| 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) | 84.8 | cum | 9,186 ₹7,78,972.8 Lowest | 9,190 ₹7,79,312 |
| 1.01 | OD165081/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with
7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm
thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6
and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the
ground by
means of properly designed foundation with M 15 grade cement concrete min size 40
cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2
coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801
including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 1 | per sqm | 13,600 ₹13,600 Lowest | 13,650 ₹13,650 |
Tender Value
₹42.5 L
EMD Value
₹50,000
Closing Date
12 Sept 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sini.S
lsgd section kanjikuzhy gp
.LRRP-2024-25-Kanjikkuzhy Gp-Ward-5-Milma Junction Thuruthippally Asupathry road maintenance
2025_LSGD_792209_20
1/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kanjikuzhy GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 Oct 2025
29 Aug 2025
15 Sept 2025
29 Aug 2025
12 Sept 2025
29 Aug 2025
Amount
ROAD MAINTENANCE
OD165056/2025-2026: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 Recompacting aggregate obtained from scarifying with power roller
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb: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 granular surfaces treated with primer & 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)
OD194541/2025-2026:CHERTHALA TALUK-Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITHOUT POWER ROLLER)
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)
OD165081/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
RETHEESH D (BID ID -2335033)
Bidder Name
SWAMINATHAN C S
RETHEESH D
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