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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.4 L+₹18,476.26 (1.81%)Admitted-Fee/PreQual/Technical/Finance NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹11.1 L+₹92,994.78 (9.11%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K K ISMAIL L2 | V.M. Mammukunju L1 | MUHAMMED SAHAD N S L3 |
|---|---|---|---|---|---|---|
| 1.00Deposit Work | ||||||
| 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 | 170.52 | cum | 43.94 ₹7,492.65 | 43.15 ₹7,357.94 Lowest | 47 ₹8,014.44 |
| 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 | 127.89 | cum | 3,173.05 ₹4,05,801.36 | 3,116.62 ₹3,98,584.53 Lowest | 3,407 ₹4,35,721.23 |
| 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. | 85.26 | cum | 3,226.63 ₹2,75,102.47 | 3,169.25 ₹2,70,210.26 Lowest | 3,464 ₹2,95,340.64 |
| 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. | 852.6 | sqm | 85.7 ₹73,067.82 | 84.18 ₹71,771.87 Lowest | 91 ₹77,586.6 |
| 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. | 852.6 | sqm | 16.63 ₹14,178.74 | 16.33 ₹13,922.96 Lowest | 17 ₹14,494.2 |
| 1.01 | OD157872/2026-2027:Providing , laying and rolling of close graded premix surfacing on prepared surface in single course composed with 11.2 mm to 0.9 mm graded metal @ 0.27 m3 per 10 m2 and hot bitumen @ 22 kg//10 m2 to required level, line including mixing in suitable plant , rolling with power roller etc. complete. | 852.6 | sqm | 308.71 ₹2,63,206.15 | 303.22 ₹2,58,525.37 Lowest | 331 ₹2,82,210.6 |
Tender Value
₹11.8 L
EMD Value
₹29,423
Closing Date
7 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer, PWD Roads Division, Muvattupuzha
Earthwork excavation 10cm thick GSB WMM prime coat tack coat and 20mm cgpc
2026_PWD_883475_1
PWD/RB/TR/16387/2026_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
90 days
Kalloorkad
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹29,423
Yes
10 Nov 2026
29 Oct 2026
10 Nov 2026
29 Oct 2026
7 Nov 2026
29 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Deposit Work | |||||
| 1.001 | 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 | 170.52 | cum | - | - |
| 1.002 | 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 | 127.89 | cum | - | - |
| 1.003 | 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. | 85.26 | cum | - | - |
| 1.004 | 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. | 852.6 | sqm | - | - |
| 1.005 | 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. | 852.6 | sqm | - | - |
| 1.006 | OD157872/2026-2027:Providing , laying and rolling of close graded premix surfacing on prepared surface in single course composed with 11.2 mm to 0.9 mm graded metal @ 0.27 m3 per 10 m2 and hot bitumen @ 22 kg//10 m2 to required level, line including mixing in suitable plant , rolling with power roller etc. complete. | 852.6 | sqm | - | - |
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