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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.9 LAccepted-AOC ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597 | ₹66.9 L | L1 | Accepted-AOC lowest |
| 2 | L2₹70.3 LRejected-AOC | ₹70.3 L | L2 | Rejected-AOC second lowest |
| 3 | L3₹74.5 LRejected-AOC | ₹74.5 L | L3 | Rejected-AOC third lowest |
| Sl No | Description | Qty | Unit | Rinju P James L3 | T.T.THOMASKUTTY L2 | O.M MATHEW L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A-Reactive maintanance(Initial rectification works) | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 45.02 | cum | 2,300 ₹1.0 L | 2,100 ₹94,550.40 | 2,016 ₹90,768.38 |
| 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. | 35.7 | cum | 4,650 ₹1.7 L | 4,270 ₹1.5 L | 4,065 ₹1.5 L |
| 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. | 27.43 | cum | 3,200 ₹87,782.40 | 2,950 ₹80,924.40 | 2,836 ₹77,797.15 |
| 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. | 9.3 | cum | 2,600 ₹24,180 | 3,000 ₹27,900 | 2,266 ₹21,073.80 |
| 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. | 16,246.95 | sqm | 11.2 ₹1.8 L | 10.5 ₹1.7 L | 9.87 ₹1.6 L |
| 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. | 137.16 | sqm | 60.5 ₹8,298.18 | 57 ₹7,818.12 | 54 ₹7,406.64 |
| 1.01 | OD130714/2024-2025:Providing, laying and rolling of close-graded premix surafcing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 MORTH Type A :- By Manual Means | 16,246.95 | sqm | 235 ₹38.2 L | 225 ₹36.6 L | 212 ₹34.4 L |
| 1.01 | 10.5.1b: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 from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 512.13 | sqm | 215 ₹1.1 L | 480 ₹2.5 L | 363 ₹1.9 L |
| 1.01 | 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. | 1,750 | sqm | 50 ₹87,500 | 48 ₹84,000 | 44 ₹77,000 |
Tender Value
₹77.7 L
EMD Value
₹50,000
Closing Date
23 May 2025, 3:00 pmClosed
Executive Engineer (R)
PWD Roads Division Pathanamthitta
GENERAL RM 2024-25 RC 2 Phase 1 Cluster II Zone 2 One year Running Contract for various PWD roads under Roads section Mallappally in Pathanamthitta District 7 road stretches for a length of 31.78 Km
2025_PWD_765031_1
PWD/RB/TR/16582/2024_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Pathanamthitta
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
21 Mar 2026
17 May 2025
26 May 2025
17 May 2025
23 May 2025
17 May 2025
Amount
Appendix A-Reactive maintanance(Initial rectification works)
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.
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.
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.
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.
OD130714/2024-2025:Providing, laying and rolling of close-graded premix surafcing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 MORTH Type A :- By Manual Means
10.5.1b: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 from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) 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
OD130698/2024-2025:Engaging man mazdoor for clearing chocked culvert clearing vegetation, removing the RCC slab and cleaning drain etc.
OD130699/2024-2025:Engaging JCB for removal of wastag eviction purpose etc
OD130700/2024-2025:Engaging Tipper for conveying wastag
OD130701/2024-2025:Engaging wood cutter for cutting trees and branches standing in dangerous condition
OD130702/2024-2025:Engaging Man Mazdoor for assisting wood cutter and removing branches of trees, cutting in shape for keeping road side with out hindrance to the traffic as per direction of department.
OD130703/2024-2025:Engaging Auto pickup for filling up of pot holes using shelmac
OD130704/2024-2025:Engaging Man Mazdoor for filling up of pot holes using shelmac
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD168683/2024-2025:Wrought iron and mild steel welded work (using bars tees and channel) of any size and design etc including cost of screens and welding rods or bolls and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be payed separately.
Appendix C Proactive/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.
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.
OD130710/2024-2025: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 of MORTH Type A:- By Manual Means
OD130711/2024-2025:Engaging labour with passenger car not less than 1000cc for conducting and reporting routine inspetion for 20km for entire length of project road at a frequency of 7 days through out the agreement period of running contract as directed by Department officers.
OD130712/2024-2025:Engaging JCB for removal of wastag eviction purpose etc
OD130713/2024-2025:Engaging man mazdoor for clearing chocked culvert clearing vegetation, removing the RCC slab and cleaning drain etc
Appendix D Emergency Works
OD130707/2024-2025:Engaging Tipper for conveying waste
OD130708/2024-2025:Engaging woodcutter for cutting trees and branches standing in dangerous condition
OD130709/2024-2025:Engaging Man Mazdoor for assisting wood cutter and removing branches of trees, cutting in shape for keeping road side with out hindrance to the traffic as per direction of department.
OD169359/2024-2025:Engaging JCB for removal of wastage eviction purpose etc.
T.T.THOMASKUTTY (BID ID -2215088)
Rinju P James (BID ID -2215073)
Bidder Name
T.T.THOMASKUTTY
O.M MATHEW
Rinju P James
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