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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | ₹18.0 L | L1 | Accepted-AOC l1 |
| 2 | L2₹18.3 LRejected-AOC | ₹18.3 L | L2 | Rejected-AOC l2 |
| 3 | L3₹19.6 LRejected-AOC | ₹19.6 L | L3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L2 | Prakash C L3 | V K CHAMI L1 |
|---|---|---|---|---|---|---|
| 1.00Retarring | ||||||
| 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. | 85.7 | sqm | 323.59 ₹27,731.66 | 319.71 ₹27,399.15 | 292.85 ₹25,097.25 |
| 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. | 943 | sqm | 15.79 ₹14,889.97 | 15.6 ₹14,710.80 | 14.29 ₹13,475.47 |
| 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) | 943 | sqm | 302.65 ₹2.9 L | 299.02 ₹2.8 L | 273.9 ₹2.6 L |
| 1.00 | OD382577/2025-2026:Dismantling and Removing existing interlocking paverblock manually means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge | 400 | sqm | 138.33 ₹55,332 | 136.67 ₹54,668 | 125.19 ₹50,076 |
| 1.00 | 4.11.2: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>(ii) Using Gravel mix soil. | 108 | cum | 2,235.66 ₹2.4 L | 2,454.26 ₹2.7 L | 2,248.08 ₹2.4 L |
| 1.01 | OD382580/2025-2026:Providing and laying departmental all sizes cement concrete interlocking paver block of all grades 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 compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 400 | sqm | 418.71 ₹1.7 L | 459.66 ₹1.8 L | 421.04 ₹1.7 L |
| 1.01 | OD382582/2025-2026: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 compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 720 | sqm | 1,181.65 ₹8.5 L | 1,297.19 ₹9.3 L | 1,188.22 ₹8.6 L |
| 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) | 22.2 | cum | 8,268.05 ₹1.8 L | 9,076.49 ₹2.0 L | 8,313.99 ₹1.8 L |
Tender Value
₹19.9 L
EMD Value
₹49,675
Closing Date
7 Nov 2025, 2:00 pmClosed
EE PALAKKAD MUNICIPALITY
EE PALAKKAD MUNICIPALITY
AMRUT-ROAD RESTORATION WORK 2025-26-ROAD RESTORATION WORK AT WARD 42 AND WARD 40 MANJAKULAM TO KSRTC IN PALAKKAD MUNICIPALITY-General Civil Work
2025_LSGD_818026_1
01/EE/LIDEW/PKD/2025-26
Open Tender
Civil Works - Roads
90 days
PALAKKAD MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹49,675
Yes
31 Dec 2025
1 Nov 2025
10 Nov 2025
1 Nov 2025
7 Nov 2025
1 Nov 2025
Amount
Retarring
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)
OD382577/2025-2026:Dismantling and Removing existing interlocking paverblock manually means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge
4.11.2: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>(ii) Using Gravel mix soil.
OD382580/2025-2026:Providing and laying departmental all sizes cement concrete interlocking paver block of all grades 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 compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD382582/2025-2026: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 compacted bed of coarse sand, filling the joints with fine sand 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)
S.NIYAZUDHEEN (BID ID -2431207)
Prakash C (BID ID -2430905)
Bidder Name
S.NIYAZUDHEEN
V K CHAMI
Prakash C
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