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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹51.7 L+₹53,035.50 (1.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹51.9 L+₹73,100.30 (1.43%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹53.6 L+₹2.4 L (4.63%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L2 | MOHANAN.N.V L3 | Abeesh Mon P.A L4 | Eldho Varghese L1 |
|---|---|---|---|---|---|---|---|
| 1.00Reactive maintenance (Initial rectification work ) | |||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 42.3 | cum | 2,400 ₹1,01,520 | 2,400 ₹1,01,520 | 2,481.95 ₹1,04,986.49 | 2,360 ₹99,828 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. | 42.3 | cum | 5,000 ₹2,11,500 Lowest | 5,100 ₹2,15,730 | 5,420.85 ₹2,29,301.96 | 5,180 ₹2,19,114 |
| 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. | 5.62 | cum | 3,000 ₹16,875 Lowest | 3,400 ₹19,125 | 3,545.75 ₹19,944.84 | 3,380 ₹19,012.5 |
| 1.00 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 9 | cum | 3,000 ₹27,000 Lowest | 3,300 ₹29,700 | 3,703.18 ₹33,328.62 | 3,530 ₹31,770 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 60 | sqm | 1,300 ₹78,000 | 1,150 ₹69,000 | 1,170.19 ₹70,211.4 | 1,110 ₹66,600 Lowest |
| 1.01 | OD68134/2025-2026:Dry rubble masonry for retaining wall including cost of materials, conveyance and labour charges etc complete | 84 | cum | 5,000 ₹4,20,000 | 3,600 ₹3,02,400 Lowest | 4,035.41 ₹3,38,974.44 | 3,845 ₹3,22,980 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br> | 3.6 | cum | 8,500 ₹30,600 | 8,400 ₹30,240 | 8,535.13 ₹30,726.47 | 8,170 ₹29,412 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> | 6 | cum | 9,000 ₹54,000 | 8,500 ₹51,000 Lowest | 8,945.33 ₹53,671.98 | 8,560 ₹51,360 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.36 | MT | 95,000 ₹34,200 | 90,000 ₹32,400 Lowest | 97,661.54 ₹35,158.15 | 93,630 ₹33,706.8 |
Tender Value
₹55.2 L
EMD Value
₹50,000
Closing Date
30 Jun 2025, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer PWD Roads Division Muvattupuzha
supply and stack 36mm Filling up potholes Providing and laying WMM 20 mm Close graded patchHire charges for JCB,Tipper, Man mazdoor
2025_PWD_771388_1
PWD/RB/TR/21594/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Perumbavoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,750
Yes
₹50,000
Yes
7 Aug 2025
23 Jun 2025
3 Jul 2025
23 Jun 2025
30 Jun 2025
23 Jun 2025
Amount
Reactive maintenance (Initial rectification work )
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.
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.
4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
OD68134/2025-2026:Dry rubble masonry for retaining wall including cost of materials, conveyance and labour charges etc complete
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
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>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
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.
OD189716/2024-2025:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 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
OD189717/2024-2025:Providing and fixing RC work board with non reflectorized vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over aluminium sheeting 2mm thick/ aluminium composite material 4mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete with min size 45cmX45cmX60cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy paint over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc
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
2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm
OD189715/2024-2025:Filling up potholes with bituminous ready mix compound ( 25 kg bag) and compacting by ramming to get a compact surface after applying bituminous priming coat measured separately including cost of material, laying charges, transportation to site etc.complete rate is arrived for abag of 25 kg
OD189714/2024-2025: Emulsion patch work including all cost and conveyance of graded metal ( 36mm, 12mm. 6mm) , Emulsion (RS). rolling ,Laboure charges etc complete as directed by departmental officers.
Proactive / preventive maintenance
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
OD189713/2024-2025:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.
Emergency Works
OD189712/2024-2025:Hire charges of JCB
OD189710/2024-2025:Labour engaged for cleaning of choked culverts , drain and placing of precast slabs
OD189711/2024-2025:Hire charges for tipper for removing the materials to the dumping place
OD189709/2024-2025:Engaging wood cutter for cutting branches of dangerous trees standing on PWD road side
OD189708/2024-2025:Engaging excavator for emergency works as directed by dept officers
ALBERT CHERIAN (BID ID -2236511)
MOHANAN.N.V (BID ID -2236728)
Abeesh Mon P.A (BID ID -2236460)
Bidder Name
MOHANAN.N.V
ALBERT CHERIAN
Eldho Varghese
Abeesh Mon P.A
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