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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAdmitted-Fee/PreQual/Technical/Finance NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹60.4 L+₹7.9 L (15.0%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹64.6 L+₹12.0 L (22.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ERNAKULAM DISTRICT LABOUR CONTRACTING COOPERATIVE SOCIETY LIMITED L3 | Faizal K P L2 | K K ISMAIL L1 |
|---|---|---|---|---|---|---|
| 1.00Reactive Maintenance (Initial Rectification works) | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 17.61 | cum | 2,680 ₹47,208.2 | 2,500 ₹44,037.5 | 2,185.14 ₹38,491.24 Lowest |
| 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. | 17.61 | cum | 6,670 ₹1,17,492.05 | 6,280 ₹1,10,622.2 | 5,425.88 ₹95,576.88 Lowest |
| 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. | 10,841.8 | sqm | 19 ₹2,05,994.2 | 18.5 ₹2,00,573.3 | 16.08 ₹1,74,336.14 Lowest |
| 1.00 | OD80257/2026-2027: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. | 10,841.8 | sqm | 368 ₹39,89,782.4 | 345 ₹37,40,421 | 298.67 ₹32,38,120.41 Lowest |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 22.5 | cum | 58 ₹1,305 | 49 ₹1,102.5 | 42.51 ₹956.48 Lowest |
| 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. | 27 | cum | 7,694 ₹2,07,738 | 7,100 ₹1,91,700 | 6,258.16 ₹1,68,970.32 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) | 9 | cum | 9,310 ₹83,790 | 8,700 ₹78,300 | 7,572.68 ₹68,154.12 Lowest |
| 1.01 | OD82708/2026-2027:Dry Rubble masonry for foundation and super structure of retaining wall etc. complete | 97.5 | cum | 4,360 ₹4,25,100 | 4,000 ₹3,90,000 | 3,552.82 ₹3,46,399.95 Lowest |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 4.06 | cum | 9,682 ₹39,337.97 | 9,100 ₹36,973.3 | 7,875.57 ₹31,998.44 Lowest |
Tender Value
₹61.5 L
EMD Value
₹50,000
Closing Date
6 Oct 2026, 6:00 pmClosed
O/o Executive Engineer PWD Roads Division Muvattu
O/o Executive Engineer PWD Roads Division Muvattupuzha
Initial rectification work Premonsoon works Protective and preventive maintenance works Emergency works.
2026_PWD_873288_1
PWD/RB/TR/11290/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Muvattupuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
12 Oct 2026
26 Sept 2026
9 Oct 2026
26 Sept 2026
6 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive Maintenance (Initial Rectification works) | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 17.62 | cum | - | - |
| 1.002 | 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. | 17.62 | cum | - | - |
| 1.003 | 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. | 10,841.8 | sqm | - | - |
| 1.004 | OD80257/2026-2027: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. | 10,841.8 | sqm | - | - |
| 1.005 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 22.5 | cum | - | - |
| 1.006 | 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. | 27 | cum | - | - |
| 1.007 | 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) | 9 | cum | - | - |
| 1.008 | OD82708/2026-2027:Dry Rubble masonry for foundation and super structure of retaining wall etc. complete | 97.5 | cum | - | - |
| 1.009 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 4.06 | cum | - | - |
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