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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₹78.8 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹85.9 L+₹7.1 L (8.99%)Rejected-AOC KERALA | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC second lowest bidder | |
| 3 | L3₹86.7 L+₹7.9 L (9.99%)Rejected-AOC | L3 | Rejected-AOC third lowest bidder |
| Sl No | Description | Qty | Unit | Anish L1 | AZEEZ M .M L2 | P.M KABEER L3 |
|---|---|---|---|---|---|---|
| 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. | 33.51 | cum | 2,558.72 ₹85,750.38 Lowest | 2,789 ₹93,467.76 | 2,814.59 ₹94,325.35 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 11.38 | cum | 2,646.11 ₹30,123.32 Lowest | 2,884.26 ₹32,834.42 | 2,910.72 ₹33,135.64 |
| 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. | 30.47 | cum | 5,588.51 ₹1,70,259.55 Lowest | 6,091.47 ₹1,85,582.73 | 6,147 ₹1,87,274.5 |
| 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. | 10.84 | cum | 12,594.07 ₹1,36,544.91 Lowest | 13,727.54 ₹1,48,833.99 | 13,853 ₹1,50,194.23 |
| 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. | 6,467.5 | sqm | 12.28 ₹79,420.9 Lowest | 13.38 ₹86,535.15 | 14 ₹90,545 |
| 1.01 | OD165205/2024-2025:Mix Seal Surfacing: 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 nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means | 6,467.5 | sqm | 288.54 ₹18,66,132.45 Lowest | 314.5 ₹20,34,028.75 | 318 ₹20,56,665 |
| 1.01 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 360 | sqm | 1,072.7 ₹3,86,172 Lowest | 1,169.24 ₹4,20,926.4 | 1,180 ₹4,24,800 |
| 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 | 54 | cum | 3,594.72 ₹1,94,114.88 Lowest | 3,918.24 ₹2,11,584.96 | 3,955 ₹2,13,570 |
| 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. | 147.5 | cum | 7,328.06 ₹10,80,888.85 Lowest | 7,987.58 ₹11,78,168.05 | 8,060 ₹11,88,850 |
Tender Value
₹78.8 L
EMD Value
₹50,000
Closing Date
19 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.
Executive Engineer
Executive Engineer PWD Roads Division Pathanamthitta
GENERAL-RM/2025-26- RC 2- Phase1- Cluster II -Zone 4- One Year Running Contract for various PWD Roads under Road Section Konni In Pathanamthitta District -12 roads stretches for a length of 32.59 km -General Civil Work-General Civil Work
2025_PWD_776174_1
PWD/RB/TR/19676/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Oct 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
19 Jul 2025
11 Jul 2025
Amount
Appendix-A-Reactive Maintenance / Initial rectification work.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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.
OD165205/2024-2025:Mix Seal Surfacing: 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 nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
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
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.E.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M25 - Using Concrete Mixer - (Without formwork)
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)
OD172420/2024-2025:Removing old existing vinyl sticker works on the display board of running contract and replacing with new vinyl sticker including lettering, symbols and transporting to the site etc as per approved drawing and directions of Engineer
OD172424/2024-2025:Providing and fixing DLP board for Running contract work with Non-retro-reflectorised Vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminum composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40 x 40 x 6 and supported on GI pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45cm 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.
Appendix-B- Pre-monsoon works
OD165202/2024-2025:Engaging man mazdoor for clearing chocked culvert, clearing vegetation, removing the RCC slab and cleaning drain etc.
OD165199/2024-2025:Engaging JCB for removal of wastage, eviction purpose etc.
OD165194/2024-2025:Engaging tipper for conveying wastag
OD165204/2024-2025:Engaging concrete cutting machine for removing concrete structure and unauthorized constructions.
OD165196/2024-2025:Engaging wood cutter for cutting trees and branches standing in dangerous condition
OD165203/2024-2025:Hire charge for machine saw including petrol charge
OD165198/2024-2025: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 the direction of deptl. officers at site.
OD165193/2024-2025:Hire Charges of rope for cutting trees standing in dangerous condition.
OD165201/2024-2025:Engaging Auto pickup for filling up of pot holes using shelmac
OD165200/2024-2025:Engaging Man mazdoor for filling up of pot holes using departmental shelmac
OD165197/2024-2025:Supplying and stacking Shelmac or equivalent ready mix 25 Kg (1 Bag ) cold mix bags an instant pothole filling mixture from authorizes agencies as per indents, including conveying and unloading .
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
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
OD165192/2024-2025:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings.
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.
Appendix-C-Proactive/Preventive Maintenance
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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.
OD165214/2024-2025:Mix Seal Surfacing: 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 nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means
OD165212/2024-2025:Engaging labour with passenger car not less than 1000 cc for Conducting and reporting routine inspection for 20 Km for the entire length of project road at a frequency of 7 days through out the agreement period of running contract as directed by Departmental officers.
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.
OD165211/2024-2025:Engaging JCB for removal of wastage, eviction purpose etc.
OD165213/2024-2025:Engaging man mazdoor for clearing drains and culverts
Appendix-D-Emergency Works
OD165210/2024-2025:Engaging JCB for removal of wastage, eviction purpose etc.
OD165206/2024-2025:Engaging man mazdoor for clearing chocked culvert, clearing vegetation, removing the RCC slab and cleaning drain etc.
OD165208/2024-2025:Engaging Tipper 5.5 cum capacity for the conveying the silt removed
OD165209/2024-2025:Engaging wood cutter for cutting trees and branches standing in dangerous condition
OD165207/2024-2025:Hire charge for machine saw including petrol charge
OD172272/2024-2025:Engaging cranes for descending heavy tree logs after cutting without disturbing nearby service lines and adjacent buildings etc.. complete as per the directions of department officers
AZEEZ M .M (BID ID -2255069)
P.M KABEER (BID ID -2255613)
Bidder Name
AZEEZ M .M
P.M KABEER
Anish
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