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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC | ₹43.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.8 LRejected-Finance | ₹44.8 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MUHAMMED AFSAL L1 | SUNIL CHANDRAN L2 |
|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance(Initial Rectification work | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 13 | cum | 2,670.55 ₹34,717.15 | 2,760.86 ₹35,891.18 |
| 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. | 11 | cum | 5,833.87 ₹64,172.57 | 6,030 ₹66,330 |
| 1.00 | 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. | 2 | cum | 3,228.04 ₹6,456.08 | 3,337.07 ₹6,674.14 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 4 | cum | 2,762.42 ₹11,049.68 | 2,855.15 ₹11,420.60 |
| 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. | 4 | cum | 13,148.13 ₹52,592.52 | 13,589 ₹54,356 |
| 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. | 6,420 | sqm | 12.52 ₹80,378.40 | 13.25 ₹85,065 |
| 1.01 | OD109190/2025-2026:Providing laying and rolling of MSS/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 previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80- 100 KN capacity and finishing to required level and grade
By manual means | 6,420 | per sqm | 300.67 ₹19.3 L | 311.33 ₹20.0 L |
| 1.01 | 3.13.1.A: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 - Manual Means - (Depth upto 3 M) | 20 | cum | 982.4 ₹19,648 | 1,016.23 ₹20,324.60 |
| 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. | 78 | cum | 7,650.43 ₹6.0 L | 7,906.98 ₹6.2 L |
Tender Value
₹41.5 L
EMD Value
₹50,000
Closing Date
6 Oct 2025, 3:00 pmClosed
The Executive Engineer
The Executive Engineer pwd roads division kollam
GENERAL RM 2025 26 RC 2 Phase 1 Zone 3 One Year RC Ochira One Year Running Contract for Various PWD Roads Under Roads Section Ochira in Kollam District 6 road stretches for a length of 23 60 Km RC 2 phase 1 Zone 3 General Civil Work
2025_PWD_802445_1
54/EE/ET/2025-26
Open Tender
Civil Works - Roads
360 days
kollam
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
20 Dec 2025
26 Sept 2025
8 Oct 2025
26 Sept 2025
6 Oct 2025
26 Sept 2025
Amount
Appendix A 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.
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.
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.
OD109190/2025-2026:Providing laying and rolling of MSS/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 previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80- 100 KN capacity and finishing to required level and grade By manual means
3.13.1.A: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 - Manual 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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
OD125959/2025-2026:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( 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
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses 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>
Appendix B Pre-monsoon works
OD109192/2025-2026:Engaging tipper for conveying materials, debris to places as directed by departmental officers in charge.
OD109194/2025-2026:Filling up potholes with bituminous ready-mix compound (25 kg bag) and compacting by ramming to get a compact surface including cost of material, laying charges, transportation to site etc complete. ( rate is arrived for a bag of 25 kg)
OD109193/2025-2026: Engaging Hydraulic Excavator of 1 cum bucket for various works as directed by the Officer in charge.
OD109191/2025-2026:Engaging mazdoor for lowering side berms, clearing side berms, clearing side drains, removing silt from culverts, cutting earthen drains, diverting blocked water, ,removing the branches of trees leaned towards the road threatening pedestrians and traffic and removal of fallen trees or branches on the road clearing traffic blockage , stack the wood at suitable place and various works as directed by engineer in charge etc
Appendix &ndash;C Proactive/Preventive maintenance
OD109188/2025-2026: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. Additional Routine Inspection may be required in response to reports or complaints from the police , other authorities and the public as a result of major incidents, typhoon or flooding damages etc. and not measurable/payable. A promotion on the RI should be carried out either during or immediately following a period of wet weather.
Appendix &ndash;D Emergency Works
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
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
8.4.1:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle
OD109189/2025-2026:Providing and fixing DLP board for Running contract work with non-retro-reflectorised Vinyl sign with one year warranty manufactured Vinyl printed sheeting fixed over Aluminium sheeting 2 mm thick/aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm,with suitable back supporting frame of M S angle 40x40x6 and supported on GI pipe pole 50 mmNB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete min size 45 cmx45 cm x60 cm,60 cm below ground level including painting all exposed surface with two coats of epoxy painting over epoxy primer as per approved drawing and clause 801 including lettering symbols ,etc
OD125946/2025-2026:Removing the old existing vinyl sticker works on the display board of running contract and replacing with new vinyl sticker, including lettering, symbols and transporting to site etc as per approved drawing and directions of the engineer
SUNIL CHANDRAN (BID ID -2375512)
Bidder Name
SUNIL CHANDRAN
MUHAMMED AFSAL
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