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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹38.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹38.8 L+₹11,078.06 (0.29%)Rejected-AOC ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | ₹38.8 L+₹11,078.06 (0.29%) | L2 | Rejected-AOC L2 |
| 3 | L3₹40.1 L+₹1.4 L (3.73%)Rejected-AOC | ₹40.1 L+₹1.4 L (3.73%) | L3 | Rejected-AOC L3 |
| 4 | L4₹42.5 L+₹3.9 L (9.99%)Rejected-AOC | ₹42.5 L+₹3.9 L (9.99%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | N A SUBAIR L3 | K K ISMAIL L1 | Muhammed L2 | MUHAMMED SAHAD N S L4 |
|---|---|---|---|---|---|---|---|
| 1.00Poovathinchuvadu Punnakuthithzham Kurishumala Road | |||||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 0.08 | Hectare | 47,874 ₹3,925.67 | 46,077.62 ₹3,778.36 Lowest | 46,208.93 ₹3,789.13 | 50,501 ₹4,141.08 |
| 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 | 90 | cum | 46 ₹4,140 | 45.41 ₹4,086.9 Lowest | 45.55 ₹4,099.5 | 49 ₹4,410 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 135 | cum | 3,407 ₹4,59,945 | 3,279.82 ₹4,42,775.7 Lowest | 3,289.17 ₹4,44,037.95 | 3,595 ₹4,85,325 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 135 | cum | 3,464 ₹4,67,640 | 3,335.2 ₹4,50,252 Lowest | 3,344.71 ₹4,51,535.85 | 3,655 ₹4,93,425 |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 1,350 | sqm | 59 ₹79,650 | 58.21 ₹78,583.5 Lowest | 58.38 ₹78,813 | 64 ₹86,400 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 1,350 | sqm | 14 ₹18,900 | 13.68 ₹18,468 Lowest | 13.73 ₹18,535.5 | 15 ₹20,250 |
| 1.01 | OD239586/2025-2026: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. | 1,350 | sqm | 271 ₹3,65,850 | 261.27 ₹3,52,714.5 Lowest | 262.02 ₹3,53,727 | 290 ₹3,91,500 |
| 1.01 | 8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 1.44 | sqm | 9,970 ₹14,356.8 | 9,595.73 ₹13,817.85 Lowest | 9,623.08 ₹13,857.24 | 10,517 ₹15,144.48 |
| 1.01 | OD290538/2025-2026:Hire Charges for JCB | 10 | hour | 1,241 ₹12,410 | 1,196.04 ₹11,960.4 Lowest | 1,199.46 ₹11,994.6 | 1,310 ₹13,100 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
6 Mar 2026, 5:30 pmClosed
Executive Engineer PWD Roads Division Muvattupuzha
O/o Executive Engineer PWD Roads Division Muvattupuzha
This estimate includes pot hole filling using 36mm broken stone levelling undulations using 12mm broken stone GSB, WMM 20mm thick close graded premix surfacing and shoulder strengthening 15cm PCC 1 3 6 in foundation and M20 grade wearing coat
2026_PWD_840953_1
PWD/RB/TR/22553/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Muvattupuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
3 Jul 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Poovathinchuvadu Punnakuthithzham Kurishumala Road | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 1 | Hectare | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.004 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.005 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - |
| 1.006 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | - | sqm | - | - |
| 1.007 | OD239586/2025-2026: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. | - | sqm | - | - |
| 1.008 | 8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 1 | sqm | - | - |
| 1.009 | OD290538/2025-2026:Hire Charges for JCB | - | hour | - | - |
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