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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.0 LAccepted-AOC | ₹52.0 L | L1 | Accepted-AOC L1 ACCEPTED AGREEMENT EXECUTED |
| 2 | L2₹54.7 LRejected-AOC | ₹54.7 L | L2 | Rejected-AOC L2 REJECTED |
| Sl No | Description | Qty | Unit | N M ABDU RAHIMAN L1 | BID BOND PMR CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Appendix A - Reactive Maintenance (Initial Rectification work)) | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 42.46 | cum | 2,171.4 ₹92,206.33 | 2,282.24 ₹96,913.04 |
| 1.00 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 21.93 | cum | 10,610.36 ₹2.3 L | 11,151.93 ₹2.4 L |
| 1.00 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 20.54 | cum | 7,991.99 ₹1.6 L | 8,399.91 ₹1.7 L |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 78.08 | cum | 2,099.69 ₹1.6 L | 2,206.87 ₹1.7 L |
| 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. | 38.01 | cum | 4,713.26 ₹1.8 L | 4,953.84 ₹1.9 L |
| 1.01 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 40.07 | cum | 2,630.58 ₹1.1 L | 2,764.85 ₹1.1 L |
| 1.01 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 54 | cum | 2,897.65 ₹1.6 L | 3,045.55 ₹1.6 L |
| 1.01 | 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. | 55.35 | cum | 3,012.04 ₹1.7 L | 3,165.78 ₹1.8 L |
| 1.01 | 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. | 355.5 | sqm | 56.35 ₹20,032.43 | 59.23 ₹21,056.27 |
Tender Value
₹58.2 L
EMD Value
₹50,000
Closing Date
20 Aug 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Roads Division, Manjeri
GENERAL- RM/2025-2026 -RC 2- Phase 1 - Zone 4- One Year Running Contract for Various PWD Roads under Road Section Malappuram in Malappuram District -4 nos of Roads stretches for a length of 18.25 km - General Civil Work
2025_PWD_784625_1
PWD/RB/TR/8371/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Malappuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jun 2026
11 Aug 2025
22 Aug 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
Amount
Appendix A - Reactive Maintenance (Initial Rectification work))
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
4.2.A.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-III -For lower sub-base - 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.
OD25939/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade by manual means
OD25940/2025-2026:Removing old existing vinyl sticker works on the display board of running contract and replacing with new vinyl sticker including lettering, symbols and transporting to the site etc. a per approved drawing and directions of engineer
Appendix B - Pre-monsoon Works
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 In area of light jungle - By Mechanical Means
OD25944/2025-2026:Engaging Man mazdoor wherever required
3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
OD25946/2025-2026:engaging special mazdoor for cutting and removing fallen tree and standing trees including all charges etc. complete.
OD25945/2025-2026:Engaging woodcutter with tool and accessories required for cutting trees/branches of trees any grith overhanging above any structure including staking of serviceable material and disposal of unserviceable materials with out making any damages to nearby structure etc.
OD25947/2025-2026:Engaging JCB/Excavator
OD25943/2025-2026:Engaging tipper
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD25948/2025-2026:Cutting of grass and light jungle using brush cutter with all expenses
Appendix C- Proactive/Preventive Maintenance
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD25941/2025-2026:Conducting and reporting routine inspections for the entire length of the project road at a frequency of 7 days through out the agreement period of the running contractors directed by the departmental officer at site.
OD25942/2025-2026:Filling up potholes with bituminous ready mix compound (25kg) and compacting by ramming to get a compact surface including of cost of material, laying charges, transportation to site etc complete Rate is arrived for a bag of 25kg
Appendix D- Emergency Works
10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
8.46:Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic
BID BOND PMR CONSTRUCTIONS PRIVATE LIMITED (BID ID -2297929)
Bidder Name
N M ABDU RAHIMAN
BID BOND PMR CONSTRUCTIONS PRIVATE LIMITED
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