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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | NOUSHAD POOVATHINGAL L2 | P RASHEED L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD RETARING | ||||||
| 1.00 | OD518432/2025-2026::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 departmental broken stone and
compacting with power roller to get a compact surface. | 5.14 | cum | 7,111.07 ₹36,572.23 Lowest | 8,138.2 ₹41,854.76 | 10,000 ₹51,430 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 36 | cum | 406.43 ₹14,631.48 Lowest | 441.5 ₹15,894 | 550 ₹19,800 |
| 1.00 | OD518431/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause
408. | 14.4 | cum | 2,409.48 ₹34,696.51 | 2,341.68 ₹33,720.19 Lowest | 2,500 ₹36,000 |
| 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. | 396 | sqm | 18.33 ₹7,258.68 Lowest | 18.89 ₹7,480.44 | 100 ₹39,600 |
| 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) | 396 | sqm | 293.57 ₹1,16,253.72 | 289.21 ₹1,14,527.16 Lowest | 500 ₹1,98,000 |
| 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) | 21.6 | cum | 9,276.84 ₹2,00,379.74 Lowest | 9,563.75 ₹2,06,577 | 10,000 ₹2,16,000 |
| 1.01 | OD518430/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 0.45 | sqm | 2,716 ₹1,222.2 Lowest | 7,928.2 ₹3,567.69 | 8,500 ₹3,825 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
21 Mar 2026, 5:00 pmClosed
Asst. Executive Engineer, Pattambi Block
O/o Asst. Executive Engineer, Pattambi Block
Annual Plan-PATTAMBI BLOCK PANCHAYATH 2025-26 Chembra Karambathoor Road Retarring and side protection in Thiruveghappura GP NO.200/2025-26-General Civil Work
2026_LSGD_846566_6
08/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
23 Sept 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RETARING | |||||
| 1.001 | OD518432/2025-2026::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 departmental broken stone and
compacting with power roller to get a compact surface. | 5.14 | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 36 | cum | - | - |
| 1.003 | OD518431/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause
408. | 14.4 | cum | - | - |
| 1.004 | 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. | 396 | sqm | - | - |
| 1.005 | 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) | 396 | sqm | - | - |
| 1.006 | 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) | 21.6 | cum | - | - |
| 1.007 | OD518430/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer in charge at site | 0.45 | sqm | - | - |
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