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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.0 L+₹27,188.69 (4.06%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.3 L+₹56,034.65 (8.36%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Smijulal L1 | s.jayakumar L3 | NAZARUDEEN L2 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 297.9 | sqm | 14.4 ₹4,289.76 | 15.69 ₹4,674.05 | 7 ₹2,085.3 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 110.45 | sqm | 367 ₹40,535.15 Lowest | 398.1 ₹43,970.15 | 370 ₹40,866.5 |
| 1.00 | 5.2.1a:Tack Coat<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. | 900 | sqm | 12.3 ₹11,070 Lowest | 13.73 ₹12,357 | 16 ₹14,400 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 900 | sqm | 266.5 ₹2,39,850 Lowest | 288.71 ₹2,59,839 | 300 ₹2,70,000 |
| 1.00 | OD65658/2026-2027: concrete (without formwork) 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) | 44.69 | cum | 8,320 ₹3,71,779.2 | 9,014.86 ₹4,02,829.02 | 8,200 ₹3,66,417 Lowest |
| 1.01 | OD65761/2026-2027:Supplying and fixing nameboard of size 75x60 cm size using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting,lettering and fixing in concrete etc as per direction of Engineer-in-charge | 1 | each | 2,556 ₹2,556 | 2,445.54 ₹2,445.54 Lowest | 3,500 ₹3,500 |
Tender Value
₹7.6 L
EMD Value
₹18,929
Closing Date
16 Jul 2026, 6:00 pmClosed
Assistant EngineerMudakkal Grama Panchayat
Assistant EngineerMudakkal Grama Panchayath
Mudakkal GP PROJ.NO.39/2026-27-Improvements to Nedumparambu Poochakunnu road in ward 22-
2026_LSGD_859403_1
02/AE/ET/JLY/2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Mudakkal GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,670
₹18,929
18 Jul 2026
8 Jul 2026
18 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
8 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1 | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 1.003 | 5.2.1a:Tack Coat<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. | - | sqm | - | - |
| 1.004 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - |
| 1.005 | OD65658/2026-2027: concrete (without formwork) 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) | - | cum | - | - |
| 1.006 | OD65761/2026-2027:Supplying and fixing nameboard of size 75x60 cm size using GI pipe as post and 1mm thick MS sheet surrounded by MS angles including painting,lettering and fixing in concrete etc as per direction of Engineer-in-charge | - | each | - | - |
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