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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹3.4 L+₹3,391.18 (1.01%)Rejected-Finance | 2 | Rejected-Finance Highest | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | VISWANATHAN M L1 | PRADEESH C L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD236753/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials
removed) after supplying a prime coat of hot bitumen using 36mm broken stone and
compacting with power roller to get a compact surface. | 9.06 | cum | 8,223.18 ₹74,534.9 Lowest | 8,306.25 ₹75,287.85 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 435 | sqm | 18.71 ₹8,138.85 Lowest | 18.9 ₹8,221.5 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 435 | sqm | 299.62 ₹1,30,334.7 Lowest | 302.65 ₹1,31,652.75 |
| 1.00 | OD236752/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | 72.5 | sqm | 35.61 ₹2,581.73 Lowest | 35.97 ₹2,607.83 |
| 1.00 | OD236754/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &(A) By Mix
in Place
Method <br> Construction of granular sub-base by providing well graded
material,
spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
method with manually compacting to achieve the desired density, complete as per Technical
Specification Clause 401. <br> (i) For Grading I Material .Derived from Code
4.1.A.1. | 5.44 | cum | 3,118.76 ₹16,959.82 Lowest | 3,150.27 ₹17,131.17 |
| 1.01 | 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) | 10.88 | cum | 9,468.11 ₹1,02,965.7 Lowest | 9,563.75 ₹1,04,005.78 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
10 Sept 2025, 6:00 pmClosed
Assistant Engineer
LID and EW Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANCHAYATH-2025-26 PRO.NO.206/26- PANGODE PAMBANTHODE MAINOR IRRIGATION ROAD WARD.6 PHASE-2 -SO
2025_LSGD_792063_8
02/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
12 Dec 2025
30 Aug 2025
12 Sept 2025
30 Aug 2025
10 Sept 2025
30 Aug 2025
Amount
OD236753/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 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 By Manual Means Type A (II) Bitumen (S-65)
OD236752/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil
OD236754/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with manually compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material .Derived from Code 4.1.A.1.
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)
PRADEESH C (BID ID -2328356)
Bidder Name
VISWANATHAN M
PRADEESH C
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