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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 | L1₹27.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Y.SHAJAHAN L2 | MUHAMMED AFSAL L1 |
|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance/Initial rectification | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 0.3 | cum | 2,567 ₹770.1 | 753 ₹225.9 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1.2 | cum | 2,482 ₹2,978.4 | 2,405 ₹2,886 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. | 1.2 | cum | 5,421 ₹6,505.2 | 5,252 ₹6,302.4 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. | 0.3 | cum | 12,216 ₹3,664.8 | 11,838 ₹3,551.4 Lowest |
| 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. | 57.75 | cum | 3,545.5 ₹2,04,752.63 | 3,435 ₹1,98,371.25 Lowest |
| 1.01 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 27.5 | cum | 3,422.5 ₹94,118.75 | 3,316 ₹91,190 Lowest |
| 1.01 | OD90216/2024-2025: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 | 3,025 | sqm | 280 ₹8,47,000 | 270 ₹8,16,750 Lowest |
| 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. | 3,025 | sqm | 12 ₹36,300 | 11.28 ₹34,122 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. | 385 | sqm | 61 ₹23,485 | 59 ₹22,715 Lowest |
Tender Value
₹30.1 L
EMD Value
₹50,000
Closing Date
9 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Executive Engineer
The Executive Engineer pwd roads division kollam
GENERAL RM 2024 25 RC 2 Phase 1 Zone 3 One year Running Contract for various PWD Roads under Roads section Karunagappally in Kollam district 3 road stretches for a length of 7 15 km Valiyathmukku Padappanal
2025_PWD_773812_1
15/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
14 Aug 2025
2 Jul 2025
11 Jul 2025
2 Jul 2025
9 Jul 2025
2 Jul 2025
Amount
Appendix A Reactive Maintenance/Initial rectification
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.9.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.
4.12: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.
4.2.A.2: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-IV - For lower sub-base - Mix in Place Method
OD90216/2024-2025: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
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.
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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)
Appendix B Premonsoon Works
OD90221/2024-2025: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
OD90223/2024-2025:Engaging tipper for conveying waste and debrisfrom site as per the direction of departmental officers in charge
OD90224/2024-2025:Engaging Hydraulic Excavator of 1cum bucket for various works as directed by the officer in charge.
Appendix C Proactive/Prevent Maintenance
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
OD47707/2025-2026: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
Appendix D Road Emergency works
OD90218/2024-2025:Engaging tipper for conveying waste and debrisfrom site as per the direction of departmental officers in charge
OD90219/2024-2025:Engaging Hydraulic Excavator of 1cum bucket for various works as directed by the officer in charge.
OD90220/2024-2025: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
OD47704/2025-2026:Hire charge for wood cutting equipment pulley,coir and other equipment
OD47705/2025-2026:Engaging wood cutter for cutting down the dangerously standing trees and its branches
Appendix E Routine Inspection Charges
OD90217/2024-2025: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.
Y.SHAJAHAN (BID ID -2244487)
Bidder Name
Y.SHAJAHAN
MUHAMMED AFSAL
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