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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹59.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹60.9 L+₹1.3 L (2.22%)Admitted-Fee/PreQual/Technical/Finance KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | ₹60.9 L+₹1.3 L (2.22%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹61.6 L+₹2.0 L (3.28%)Admitted-Fee/PreQual/Technical/Finance | ₹61.6 L+₹2.0 L (3.28%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L1 | RAFEEK C.H L3 | NOYAL RAJU L2 |
|---|---|---|---|---|---|---|
| 1.00Reactive maintenance (Initial rectification work ) | ||||||
| 1.00 | OD5354/2026-2027:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site. | 282.78 | km | 50 ₹14,139 | 49 ₹13,856.22 | 20 ₹5,655.6 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15.94 | cum | 2,100 ₹33,478.2 Lowest | 2,340 ₹37,304.28 | 2,315.39 ₹36,911.95 |
| 1.00 | 55.8.a: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. | 15.94 | cum | 5,500 ₹87,681 Lowest | 5,812 ₹92,654.9 | 5,749.28 ₹91,655.02 |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 7,335 | sqm | 16 ₹1,17,360 Lowest | 17 ₹1,24,695 | 17.05 ₹1,25,061.75 |
| 1.00 | OD5353/2026-2027:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | 7,335 | sqm | 310 ₹22,73,850 Lowest | 320 ₹23,47,200 | 319.42 ₹23,42,945.7 |
| 1.01 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 24 | cum | 50 ₹1,200 Lowest | 57 ₹1,368 | 57.14 ₹1,371.36 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 18 | cum | 6,800 ₹1,22,400 | 6,705 ₹1,20,690 | 6,631.16 ₹1,19,360.88 Lowest |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 6 | cum | 8,000 ₹48,000 Lowest | 8,113 ₹48,678 | 8,024.03 ₹48,144.18 |
| 1.01 | OD5356/2026-2027:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker,including lettering ,symbols and labour etc | 10.08 | sqm | 1,000 ₹10,080 | 966 ₹9,737.28 | 500 ₹5,040 Lowest |
Tender Value
₹67.3 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 4:00 pmClosed
Executive Engineer
O/o Executive Engineer, PWD Roads division, Muvattupuzha
Under Zone II the following 7 roads are included for one year RC . Mamala Piravom road 0 to 8.0,Poothrikka Palakkamattom road 0 to 2,Pazhanganad Kappelapady A P Varkey road 0 to 2.4, Parakodu- Papparakadavu 0 to 2.34,Pazhanthottam Vadavucode road 0
2026_PWD_868548_1
PWD/RB/TR/5909/2026_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
360 days
MUVATTUPUZHA
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
22 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive maintenance (Initial rectification work ) | |||||
| 1.001 | OD5354/2026-2027:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site. | 282.78 | km | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 15.94 | cum | - | - |
| 1.003 | 55.8.a: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. | 15.94 | cum | - | - |
| 1.004 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 7,335 | sqm | - | - |
| 1.005 | OD5353/2026-2027:Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 kN capacity, finished to required level and grades. By Manual means. | 7,335 | sqm | - | - |
| 1.006 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 24 | cum | - | - |
| 1.007 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 18 | cum | - | - |
| 1.008 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 6 | cum | - | - |
| 1.009 | OD5356/2026-2027:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker,including lettering ,symbols and labour etc | 10.08 | sqm | - | - |
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