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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 | 1₹56.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹65.3 L+₹3.8 L (6.26%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | DAWN MATHEW L1 | P. S. Sunil L3 | Albin Pious L2 |
|---|---|---|---|---|---|---|
| 1.00Part A Reactive Maintenance | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 25.11 | cum | 2,800 ₹70,305.2 | 2,302.85 ₹57,822.26 Lowest | 2,942 ₹73,870.68 |
| 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. | 25.11 | cum | 6,500 ₹1,63,208.5 | 5,029.66 ₹1,26,289.73 Lowest | 6,425 ₹1,61,325.33 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5.74 | cum | 2,700 ₹15,487.2 | 2,381.5 ₹13,660.28 Lowest | 3,045 ₹17,466.12 |
| 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. | 5.74 | cum | 14,000 ₹80,304 | 11,334.66 ₹65,015.61 Lowest | 14,483 ₹83,074.49 |
| 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. | 5,443 | sqm | 16 ₹87,088 | 288.54 ₹15,70,523.22 | 15 ₹81,645 Lowest |
| 1.01 | OD160494/2024-2025:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the 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 wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2.... | 5,443 | 1 sqm | 318 ₹17,30,874 Lowest | 8,799.11 ₹4,78,93,555.73 | 335 ₹18,23,405 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 2.64 | cum | 10,000 ₹26,400 | 7,919.2 ₹20,906.69 Lowest | 10,000 ₹26,400 |
| 1.01 | 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 | 25.65 | cum | 10,200 ₹2,61,630 | 8,299.79 ₹2,12,889.61 Lowest | 10,604 ₹2,71,992.6 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.94 | MT | 1,15,000 ₹1,08,675 | 90,613.81 ₹85,630.05 Lowest | 1,15,784 ₹1,09,415.88 |
Tender Value
₹56.0 L
EMD Value
₹50,000
Closing Date
16 Jul 2025, 1:00 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 RM Division Kottayam
GENERAL-RM-2025 26 RC-1 ZONE-2 One year Running contract for various PWD road under Erattupetta road section in Kottayam district 3 roads stretches for a total length of 9.950 km-General Civil
2025_PWD_774476_1
PWD/RM/13/19331/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
Erattupetta
Please refer Tender documents.
14 documents required · 14 mandatory
₹2,760
Yes
₹50,000
Yes
9 Oct 2025
4 Jul 2025
18 Jul 2025
4 Jul 2025
16 Jul 2025
4 Jul 2025
Amount
Part A Reactive 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.
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.
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.
OD160494/2024-2025:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the 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 wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (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
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.
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)
OD219269/2024-2025:Providing and fixing Vinyi sticker including lettering and symbols for existingDLP board 1.22*0.61m size including painting all expossed surface with two coat of epoxy painting etc.
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
OD219270/2024-2025:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil, hire charges of pumpset, etc complete.
OD219271/2024-2025:stone masonry work -Dry Rubble masonry work in foundation complete as per Drawing and Technical Specification
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
Part B Proactive 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.
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.
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.
OD160491/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A -By Manual means 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 penetration grade bitumen using VG 30 to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD160492/2024-2025:After Spraying Emulsion to the surface of pot holes ,laying 36mm Brocken Stone ,Spraying Emulsion over the 36mm and compacting manually to get a compact surface
OD160490/2024-2025:Fill ing up potholes with bituminous ready mix compound (25kg bag) 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 Assuming a average of 30 bags of 25 kg ready mix compound will be laid in potholes in a day
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
Part C Premonsoon works
OD160499/2024-2025:Engaging man mazdoor for clearing blockage of culverts, placing in position of covering slab, assisting etc
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD160498/2024-2025:Engaging Tipper for carrying out excess soil
OD160496/2024-2025:engaging hydraulic excavator
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
Part D Routine Inspection
OD219275/2024-2025:Engaging labour with passenger car not less than1000cc for conducting and reporting routine inspections for the entire length of project road st a frequency of 7 days through out the agreement period of running contract as directed by the departmental officers at site.
Albin Pious (BID ID -2251775)
P. S. Sunil (BID ID -2252295)
Bidder Name
DAWN MATHEW
P. S. Sunil
Albin Pious
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