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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.9 LAccepted-AOC MUNDATTU HOUSE AZAD ROAD MARKET P O MUVATTUPUZHA ERNAKULAM 686673 KERALA | ERNAKULAM | KERALA | 686673 | ₹3.9 L | l1 | Accepted-AOC low rate hence accepted |
| 2 | l2₹3.9 L+₹1,960.52 (0.50%)Rejected-AOC | ₹3.9 L+₹1,960.52 (0.50%) | l2 | Rejected-AOC heigher rate |
| Sl No | Description | Qty | Unit | ANZAR MUNDATTU L1 | ABU M M L2 |
|---|---|---|---|---|---|
| 1.00Retarring of Ambedkar Road | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 44.75 | sqm | 321.97 ₹14,408.16 Lowest | 323.59 ₹14,480.65 |
| 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. | 27 | sqm | 416.23 ₹11,238.21 Lowest | 418.33 ₹11,294.91 |
| 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. | 716.85 | sqm | 15.71 ₹11,261.71 Lowest | 15.79 ₹11,319.06 |
| 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) | 716.85 | sqm | 301.13 ₹2,15,865.04 Lowest | 302.65 ₹2,16,954.65 |
| 2.00Paving Interlock tiles | |||||
| 2.00 | OD114310/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge | 77 | sqm | 31.04 ₹2,390.08 Lowest | 31.2 ₹2,402.4 |
| 2.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 7.7 | cum | 3,321.19 ₹25,573.16 Lowest | 3,337.88 ₹25,701.68 |
| 2.00 | OD134919/2025-2026:Poviding and laying Interlocking concrete block pavements using 80 mm hydraulic M40 hydraulic blocks of approved size,design and shape, laid in reqired pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 77 | 1 sqm | 1,154.52 ₹88,898.04 Lowest | 1,160.33 ₹89,345.41 |
| 2.00 | 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) | 2.01 | cum | 9,515.93 ₹19,136.54 Lowest | 9,563.75 ₹19,232.7 |
Tender Value
Refer Docs
EMD Value
₹9,768
Closing Date
8 Oct 2025, 3:00 pmClosed
ASISTANT ENGINEER
ASISTANT ENGINEER PERUMBAVOOR MUNICIPALITY
Pro No 196 Ambedkar Road Kuruppali Road Musthafa Musaliyar Bylane Road Naveekaranam
2025_LSGD_803390_1
PW1/12497328/196/25
Open Tender
Civil Works - Roads
Item Rate
150 days
PERUMBAVOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹865
Yes
₹9,768
Yes
19 Jul 2026
29 Sept 2025
9 Oct 2025
29 Sept 2025
8 Oct 2025
29 Sept 2025
Amount
Retarring of Ambedkar Road
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.5.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)
Paving Interlock tiles
OD114310/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD134919/2025-2026:Poviding and laying Interlocking concrete block pavements using 80 mm hydraulic M40 hydraulic blocks of approved size,design and shape, laid in reqired pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
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)
ABU M M (BID ID -2379324)
Bidder Name
ANZAR MUNDATTU
ABU M M
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