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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.9 LRejected-Finance | ₹8.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SUNILKUMAR N L3 | SAS L2 | AJITH KUMAR T L1 | SAJEESH KUMAR V L4 |
|---|---|---|---|---|---|---|---|
| 1.00road maintanance (retarring &interlock ) | |||||||
| 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. | 130.9 | sqm | 403 ₹52,752.70 | 400 ₹52,360 | 395.96 ₹51,831.16 | 412 ₹53,930.80 |
| 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. | 1,275 | sqm | 15 ₹19,125 | 15 ₹19,125 | 15.2 ₹19,380 | 15.8 ₹20,145 |
| 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) | 1,275 | sqm | 286 ₹3.6 L | 285 ₹3.6 L | 281.09 ₹3.6 L | 292.8 ₹3.7 L |
| 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. | 227.8 | sqm | 16 ₹3,644.80 | 16 ₹3,644.80 | 15.71 ₹3,578.74 | 16.36 ₹3,726.81 |
| 1.00 | OD376850/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory compaction, of
approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick
crushed stone chips ,
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
Labour L | 214.4 | sqm | 1,149.5 ₹2.5 L | 1,150 ₹2.5 L | 1,132.72 ₹2.4 L | 1,176 ₹2.5 L |
| 1.01 | OD376865/2025-2026: :surface dressing of the ground in A ll kinds of soil including removing
vegitation and in -equalities not exceeeding 15cm deep and disdposal of rubbish ,lead up to 50m and lift up | 170.3 | 1 sqm | 36 ₹6,130.80 | 36 ₹6,130.80 | 36.06 ₹6,141.02 | 37.5 ₹6,386.25 |
| 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) | 21.22 | cum | 9,155 ₹1.9 L | 9,155 ₹1.9 L | 9,015.24 ₹1.9 L | 9,390 ₹2.0 L |
Tender Value
Refer Docs
EMD Value
₹22,746
Closing Date
23 Feb 2026, 6:00 pmClosed
AE
O/O The AE, Attingal Municipality
RETENDER Annual Plan-Proj. No 408/25-26-AMC (Proj. No - 408/25-26) Maintainence of Kottiyodu road in Ward 29-General Civil Work
2026_LSGD_831768_13
07/2025-26/AE/LIDEW/ATL
Open Tender
Civil Works - Roads
Attingal Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,010
₹22,746
15 Mar 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
road maintanance (retarring &interlock )
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 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)
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.
OD376850/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge Labour L
OD376865/2025-2026: :surface dressing of the ground in A ll kinds of soil including removing vegitation and in -equalities not exceeeding 15cm deep and disdposal of rubbish ,lead up to 50m and lift up
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)
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