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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₹55.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.4 L+₹84,988 (1.53%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹58.5 L+₹2.9 L (5.30%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Rinju P James L2 | KURIAKOSE ABRAHAM L1 | SALIM.H 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. | 10.5 | cum | 2,100 ₹22,050 | 2,000 ₹21,000 Lowest | 2,207 ₹23,173.5 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 8 | cum | 2,180 ₹17,440 | 2,000 ₹16,000 Lowest | 2,287 ₹18,296 |
| 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. | 10.5 | cum | 4,230 ₹44,415 | 4,000 ₹42,000 Lowest | 4,450 ₹46,725 |
| 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. | 8 | cum | 9,520 ₹76,160 | 9,000 ₹72,000 Lowest | 10,014 ₹80,112 |
| 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. | 15,238 | sqm | 11 ₹1,67,618 | 10 ₹1,52,380 Lowest | 10.8 ₹1,64,570.4 |
| 1.01 | OD133913/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,Type -A By manual Means.Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100 KN capacity,and finished to required level and grade | 15,238 | per sqm | 225 ₹34,28,550 | 223 ₹33,98,074 Lowest | 233 ₹35,50,454 |
| 1.01 | 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 | 30 | cum | 44 ₹1,320 | 40 ₹1,200 Lowest | 46 ₹1,380 |
| 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. | 22.5 | cum | 5,875 ₹1,32,187.5 | 5,870 ₹1,32,075 Lowest | 6,181 ₹1,39,072.5 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 7.5 | cum | 7,050 ₹52,875 | 7,040 ₹52,800 Lowest | 7,408 ₹55,560 |
Tender Value
₹61.9 L
EMD Value
₹50,000
Closing Date
5 Apr 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(R)
Executive engineer PWD Roads Division Pathanamthitta
RM 2024-25 -RC -2,Phase -2-Cluster II - One year RC-Laha Section-Pathanamthitta- ,Zone2 -One year Running Contract for Mannarakulanji-Pampa road and Koonamkara-Thonikkadav roadunder Roads Section Laha in PTA District - 2 road stretches for 24.40
2025_PWD_756558_1
PWD/RB/TR/16425/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Pathanamthitta
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
6 Aug 2025
29 Mar 2025
7 Apr 2025
29 Mar 2025
5 Apr 2025
29 Mar 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.
OD133913/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,Type -A By manual Means.Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100 KN capacity,and finished to required level and grade
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
Appendix B :Pre-Monsoon works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
OD133915/2024-2025:Engaging man mazdoor for clearing chocked up culvert, clearing vegetation,removing the RCC slab and cleaning the drain etc
OD133916/2024-2025:Engaging JCB for removal of wastage , eviction purpose etc.
OD133917/2024-2025:Engaging tipper for conveying of wastage
OD133918/2024-2025:Engaging wood cutter for cutting trees and branches standing in dangerous condition
OD133919/2024-2025:Hire Charges of rope for cutting trees standing in dangerous condition.
OD133920/2024-2025:Hire charge for machine saw including petrol charge
OD133921/2024-2025:Engaging Man mazdoor for filling up of pot holes using departmental shelmac
OD133922/2024-2025:Engaging auto pick up for conveyance of shelmac for filling up of pot holes
OD133923/2024-2025:Supplying and stacking Shelmac or equivalent ready mix 25 kg (1 bag) cold mix bags an instant pothole filling mixture from authorized agencies as per indents ,including conveying and unloading
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
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 works
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.
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.
OD133902/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing:-Case I,Type -A By manual Means.Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type A) aggregates using penetration grade bitumen using VG 30 to the 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 smooth wheeled roller 80-100 KN capacity,and finished 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.
OD133903/2024-2025:Engaging labour with passenger car not less than 10000 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.
OD133904/2024-2025:Engaging man mazdoor for clearing chocked up culvert, clearing vegetation,removing the RCC slab and cleaning the drain etc
OD133905/2024-2025:Engaging JCB for removal of wastage , eviction purpose etc.
OD135663/2024-2025:Providing and fixing of non retro -reflectorized DLP boards of size 1.22* 0.61 m as per the direction pf the departmental officers at site.
Appendix D :Emergency works
OD133907/2024-2025:Engaging Tipper 5.5 cum capacity for the conveying the silt removed
OD133908/2024-2025:Engaging man mazdoor for clearing chocked up culvert, clearing vegetation,removing the RCC slab and cleaning the drain etc
OD133909/2024-2025:Hire Charges of rope for cutting trees standing in dangerous condition.
OD133910/2024-2025:Hire charge for machine saw including petrol charge
OD133911/2024-2025:Engaging wood cutter for cutting trees and branches standing in dangerous condition
OD133912/2024-2025:Engaging JCB for removal of wastage , eviction purpose etc.
Rinju P James (BID ID -2184000)
SALIM.H (BID ID -2187636)
Bidder Name
KURIAKOSE ABRAHAM
Rinju P James
SALIM.H
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