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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₹8.9 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹9.0 L+₹8,603.54 (0.96%)Rejected-Finance | L2 | Rejected-Finance High quoted rate | |
| 3 | L3₹9.6 L+₹65,614.32 (7.36%)Rejected-Finance | L3 | Rejected-Finance High quoted rate |
| Sl No | Description | Qty | Unit | FAIZAL.A L3 | ANJANA CONSTRUCTIONS L1 | P.P.NOUSHAD ALI L2 |
|---|---|---|---|---|---|---|
| 1.00DEPOSIT WORK KUTTIKATOOR MUNDUPALAM | ||||||
| 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 | 285.77 | cum | 70 ₹20,004.25 | 45 ₹12,859.88 | 43.98 ₹12,568.38 Lowest |
| 1.00 | OD29136/2025-2026:Filling with Granular Material Filling up low lying and water logge areas with local material/Granular material spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 127 | cum | 2,350 ₹2,98,450 | 1,750 ₹2,22,250 Lowest | 1,956.25 ₹2,48,443.75 |
| 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 | 79.39 | cum | 2,650 ₹2,10,378.2 Lowest | 2,800 ₹2,22,286.4 | 2,957.13 ₹2,34,760.64 |
| 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. | 79.39 | cum | 2,800 ₹2,22,286.4 Lowest | 3,000 ₹2,38,164 | 3,010.7 ₹2,39,013.45 |
| 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. | 529.25 | sqm | 70 ₹37,047.5 | 60 ₹31,755 | 56.33 ₹29,812.65 Lowest |
| 1.01 | 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. | 529.25 | sqm | 20 ₹10,585 | 11 ₹5,821.75 | 10.91 ₹5,774.12 Lowest |
| 1.01 | OD29139/2025-2026:Mixed seal surfacing &amps :ndash:Manual means type a Bitumen VG30 providing ,laying and rolling of close graded premixe surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type A)aggregates using viscocity grade bitumen (VG30)to the required line grade and level to serve as wearing course on a previously prepered base ,including mixing in asutable plant ,laying and rolling with a smooth wheeled roller 8-10KN static roller ,and finishing to requered level and grade as per technical specification. | 529.25 | sqm | 300 ₹1,58,775 | 300 ₹1,58,775 | 245.9 ₹1,30,142.58 Lowest |
Tender Value
₹10.1 L
EMD Value
₹25,210
Closing Date
19 Jul 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer,PWD,Roads Sub Divisio
Assistant Executive Engineer,PWD,Roads Sub Division,Kozhikode-673004
Restoration works
2025_PWD_776085_1
D2/ETN/02/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
Mundupalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,210
Yes
13 Aug 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
19 Jul 2025
11 Jul 2025
Amount
DEPOSIT WORK KUTTIKATOOR MUNDUPALAM
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
OD29136/2025-2026:Filling with Granular Material Filling up low lying and water logge areas with local material/Granular material spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
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.
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.
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.
OD29139/2025-2026:Mixed seal surfacing &amps :ndash:Manual means type a Bitumen VG30 providing ,laying and rolling of close graded premixe surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type A)aggregates using viscocity grade bitumen (VG30)to the required line grade and level to serve as wearing course on a previously prepered base ,including mixing in asutable plant ,laying and rolling with a smooth wheeled roller 8-10KN static roller ,and finishing to requered level and grade as per technical specification.
P.P.NOUSHAD ALI (BID ID -2255533)
FAIZAL.A (BID ID -2254330)
Bidder Name
ANJANA CONSTRUCTIONS
P.P.NOUSHAD ALI
FAIZAL.A
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