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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.0 Cr+₹7.3 L (7.55%)Rejected-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K K ISMAIL L2 | Saju C S L1 |
|---|---|---|---|---|---|
| 1.00Reactive Maintenance ( initial rectification works) | |||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.2 | Hectare | 50,799.56 ₹10,159.91 | 48,680.46 ₹9,736.09 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 62.16 | cum | 2,208.88 ₹1,37,297.35 | 2,116.06 ₹1,31,527.94 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. | 62.16 | cum | 4,822.88 ₹2,99,775.75 | 4,200 ₹2,61,059.4 Lowest |
| 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. | 27,471 | sqm | 10.59 ₹2,90,917.89 | 10.15 ₹2,78,830.65 Lowest |
| 1.00 | OD2415/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | 27,471 | sqm | 249.01 ₹68,40,553.71 | 234 ₹64,28,214 Lowest |
| 1.01 | 3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 64.75 | cum | 54.48 ₹3,527.58 | 52.21 ₹3,380.6 Lowest |
| 1.01 | 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. | 45.5 | cum | 6,324.11 ₹2,87,747.01 | 6,000 ₹2,73,000 Lowest |
| 1.01 | 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) | 15 | cum | 7,652.48 ₹1,14,787.2 | 7,333.26 ₹1,09,998.9 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.31 | MT | 86,888.57 ₹27,022.35 | 83,264.02 ₹25,895.11 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
3 Sept 2025, 6:00 pmClosed
Office The Superintending Engineer
Office of The Superintending Engineer Central circle Aluva
chipping carpet drain cleaning man mazdoor JCB Tipper
2025_PWD_790454_1
PWD/RB/TR/7041/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Koothattukulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
Yes
₹50,000
Yes
29 Sept 2025
23 Aug 2025
8 Sept 2025
23 Aug 2025
3 Sept 2025
23 Aug 2025
23 Aug 2025 - 3 Sept 2025
Amount
Reactive Maintenance ( initial rectification works)
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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.
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.
OD2415/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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 RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
OD2416/2025-2026:Conducting and reporting routine inspection 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
OD2599/2025-2026:Removing the existing old vinyl sticker on the display board running contract and replacing with new vinyl sticker including lettering symbols and transporting to the site
OD3361/2025-2026: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.
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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
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.
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
OD2648/2025-2026:Filling up pothole with ready mix bituminous material of 25 kg packet including all charges and as per direction of departmental officers
OD2644/2025-2026:Cutting saw machine
OD2643/2025-2026:Engaging Man mazdoor for assisting wood cutters for cutting branches of tree
OD2647/2025-2026:Engaging wood cutter for cutting branches of dangerous trees standing on PWD road side
OD2646/2025-2026:Engaging excavator for berm clearing
OD2412/2025-2026:Hire charges for tipper for removing the materials to dumping place
OD2410/2025-2026:Engaging manmazdoor
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
Proactive and preventive maintenance
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.
OD2418/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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.
Emergency works
OD2420/2025-2026:Hire charges for tipper for removing the materials to dumping place
OD2419/2025-2026:Engaging manmazdoor
OD2421/2025-2026:Hire charges of JCB
K K ISMAIL (BID ID -2320846)
Bidder Name
Saju C S
K K ISMAIL
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