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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.2 L+₹3,322.76 (0.79%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | RAFEEK P P L1 | Moidunni P.P-Works contractor L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 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. | 81 | sqm | 15.8 ₹1,279.8 Lowest | 16 ₹1,296 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.92 | cum | 65 ₹514.8 Lowest | 67 ₹530.64 |
| 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. | 12.15 | cum | 2,483 ₹30,168.45 Lowest | 2,485 ₹30,192.75 |
| 1.00 | OD181915/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 87.5 | sqm | 1,205 ₹1,05,437.5 Lowest | 1,207 ₹1,05,612.5 |
| 1.00 | 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) | 5.72 | cum | 9,560 ₹54,731 Lowest | 9,564 ₹54,753.9 |
| 1.01 | OD42170/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact. | 4.38 | cum | 9,068 ₹39,735.98 Lowest | 9,072 ₹39,753.5 |
| 1.01 | 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. | 480 | sqm | 29 ₹13,920 Lowest | 30 ₹14,400 |
| 1.01 | 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) | 480 | sqm | 360 ₹1,72,800 Lowest | 364 ₹1,74,720 |
| 1.01 | OD43274/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,000 ₹2,000 Lowest | 2,651 ₹2,651 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
26 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath- Koottanad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No-156, Usha Avil Company Road Re tarring Ward 17
2026_LSGD_869154_16
02-AE-LIDEW-NGP-2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
9 Oct 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | 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. | 81 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.92 | cum | - | - |
| 1.003 | 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. | 12.15 | cum | - | - |
| 1.004 | OD181915/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 87.5 | sqm | - | - |
| 1.005 | 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) | 5.73 | cum | - | - |
| 1.006 | OD42170/2026-2027:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact. | 4.38 | cum | - | - |
| 1.007 | 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. | 480 | sqm | - | - |
| 1.008 | 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) | 480 | sqm | - | - |
| 1.009 | OD43274/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | - | - |
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