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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance THAMARAKKAD VATTENAD | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.2 L+₹17,502.52 (4.30%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | KUTTYKRISHNAN T K L1 | UMMER K L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8.1 | cum | 1,799.23 ₹14,573.76 Lowest | 1,834.08 ₹14,856.05 |
| 1.00 | OD50277/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 9.6 | cum | 2,297.19 ₹22,053.02 Lowest | 2,341.68 ₹22,480.13 |
| 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) | 14.4 | cum | 9,382.04 ₹1,35,101.38 Lowest | 9,563.75 ₹1,37,718 |
| 1.00 | OD50217/2026-2027: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. | 3.63 | cum | 8,898.88 ₹32,267.34 Lowest | 9,071.23 ₹32,892.28 |
| 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. | 375 | sqm | 28.56 ₹10,710 Lowest | 29.11 ₹10,916.25 |
| 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) | 375 | sqm | 356.94 ₹1,33,852.5 Lowest | 363.85 ₹1,36,443.75 |
| 1.01 | OD50216/2026-2027: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 | 2,600.26 ₹2,600.26 Lowest | 2,650.62 ₹2,650.62 |
Tender Value
₹3.6 L
EMD Value
₹8,949
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath, Koottaanad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No-55, Kambanippadi- Pallippadi- Khabaristhan Balance Portion Road Re tarring Ward 3
2026_LSGD_869154_7
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
₹790
Yes
₹8,949
Yes
9 Oct 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8.1 | cum | - | - |
| 1.002 | OD50277/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil ( Mord - 4.11.2 ) | 9.6 | cum | - | - |
| 1.003 | 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) | 14.4 | cum | - | - |
| 1.004 | OD50217/2026-2027: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. | 3.63 | cum | - | - |
| 1.005 | 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. | 375 | sqm | - | - |
| 1.006 | 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) | 375 | sqm | - | - |
| 1.007 | OD50216/2026-2027: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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