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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.0 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | THARIS MUHAMMED L1 |
|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance/Initial rectification | ||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 7 | cum | 2,809.47 ₹19,666.29 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. | 7 | cum | 6,136.18 ₹42,953.26 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5 | cum | 2,905.43 ₹14,527.15 Lowest |
| 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 | cum | 13,828.29 ₹69,141.45 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. | 7,860 | sqm | 13.48 ₹1,05,952.8 Lowest |
| 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. | 1,232 | sqm | 69.34 ₹85,426.88 Lowest |
| 1.01 | 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 | 96 | cum | 3,947 ₹3,78,912 Lowest |
| 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. | 184.8 | cum | 4,013.65 ₹7,41,722.52 Lowest |
| 1.01 | OD131460/2025-2026:Providing,laying and rolling of close graded pre mix carpet of 20mm thickness composed of 11.2mm to 0.09mm(MORTH-M-041) aggregates premixed using viscosity grade Bitumen usingVG30 to the required line gradeand 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 | 7,860 | sqm | 316 ₹24,83,760 Lowest |
Tender Value
₹63.1 L
EMD Value
₹50,000
Closing Date
22 Oct 2025, 3:00 pmClosed
Executive Engineer
The Executive Engineer PWD Roads Division kollam
GENERAL RM 2025 26 RC 2 Phase 1 Zone1 One year Running Contract for Various PWD Roads Under Roads Section Karunagappally in Kollam District 5 road stretches for a length of 11 145 Km NH SRV Market Road ch0 00 to1000Padanayarkulangara Karoorkadavu
2025_PWD_802143_2
51/EE/ET/2025-26
Open Tender
Civil Works - Roads
Item Rate
360 days
kollam
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,760
Yes
₹50,000
Yes
6 Dec 2025
13 Oct 2025
24 Oct 2025
13 Oct 2025
22 Oct 2025
13 Oct 2025
Amount
Appendix A Reactive Maintenance/Initial rectification
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.
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.
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
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.
OD131460/2025-2026:Providing,laying and rolling of close graded pre mix carpet of 20mm thickness composed of 11.2mm to 0.09mm(MORTH-M-041) aggregates premixed using viscosity grade Bitumen usingVG30 to the required line gradeand 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
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
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.
Appendix B Premonsoon works
OD131455/2025-2026:Engaging Hydraulic excavator of 1 cum bucket capacity asper the direction of officers in charge
OD131458/2025-2026:Engaging tipper for conveying waste and debris from places as directed by the departmental officers in charge
OD131456/2025-2026:Fillling up pot holes with bituminous ready mix compound(25kgbag) and compacting by rammming 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)Assuming that an average of 30 bag of 25kg ready mix compound will be laid in pot holes in a day. Assuming that an average of 30 bag of 25 kg ready mix compound will be laid in pot holes in a day
OD131457/2025-2026:Engaging mazdoor for lowering side berms ,clearing side berms, clearing side drains ,removing silt and clay from culverts and BT surface,cutting earthen drains,diverting blocked water,removing the branches of fallen trees or trees leaned towards the road clearing traffic blockage ,stack the wood at suitable place and various works as directed by engineer in charge
Appendix C Proactive/Preventive Maintenance
OD131461/2025-2026: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
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
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
12.4: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>
Appendix D-Road Emergency works
OD131450/2025-2026:Engaging Hydraulic excavator 1cum bucket for various works as directed by the departmental officer in charge
OD131451/2025-2026:Engaging Man 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 pedestrains and traffic and removal of fallen trees or branches on the road clearing traffic blockage,stack the wood at suitable place, clearing silt and clay deposited in the BT surfaceand various works as directed by engineer in charge etc
OD131449/2025-2026:Engaging tipper for conveying materials and debris as per the direction of departmental officers in charge
OD131454/2025-2026:Hire charge for wood cutting equipment pulley,coir and other equipment
OD131452/2025-2026:Engaging wood cutter for cutting down the dangerously standing trees and its branches
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)
8.4.12: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 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. 50cmx 60 cm rectangular (Single chevron etc.)
8.4.2: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 aluminium sheeting, 2 mm thick/ aluminium composit 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.<br> 60 cm equilateral triangle
8.4.3: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 aluminium sheeting, 2 mm thick/ aluminium composit 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.<br> 60 cm circular
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm
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.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-
Appendix E-Routine Inspection Charges
OD131459/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site. Additional RI may be required in response to reports of complaints from the police, other authorities and the public as a result of major incidents, typhoon or flooding damages etc and are not measurable/ payable. A proportion of the RI should be carried out either during or immediately following a period of we weather.
Bidder Name
THARIS MUHAMMED
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