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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₹73.4 LAccepted-AOC PATHANAMTHITTA DIST | IDUKKI | KERALA | 685533 | L1 | Accepted-AOC L1 | |
| 2 | L2₹74.4 L+₹95,685.71 (1.30%)Rejected-AOC KERALA | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC L2 | |
| 3 | L3₹77.3 L+₹3.9 L (5.30%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹77.5 L+₹4.1 L (5.58%)Rejected-Finance PLACHERI MANNIL VELLIYARA P O AYROOR NORTH PATHANAMTHITTA DIST | IDUKKI | KERALA | 685533 | L4 | Rejected-Finance L4 |
Tender Value
₹79.7 L
EMD Value
₹50,000
Closing Date
4 Mar 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)
PWD Roads Division Pathanamthitta
RM-2024-25 RC 2 Phase 2 cluster 11/one year RC/Ranni section/Pathanamthitta/Zone 3-for various PWD Roads under Roads section Ranny 13 Road stretches for a length of 73.514 km
2025_PWD_734115_2
PWD/RB/TR/12513/2024_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
24 Apr 2025
25 Feb 2025
6 Mar 2025
25 Feb 2025
4 Mar 2025
25 Feb 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.
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
OD86659/2024-2025: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
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.
Appendix -B Pre Monsoon works
OD86637/2024-2025:Hire charges of rope for cutting trees standing in dangerous condition.
OD86638/2024-2025:Hire charges for machine saw including petrol charge.
OD86639/2024-2025:Engaging wood cutter for cutting trees and branches in standing in dangerous condition .
OD86640/2024-2025:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard
OD86641/2024-2025:Engaging Man Mazdoor for assisting wood cutter and removing branches of trees, cutting in shape for keeping road side without hindrance to the traffic as per the direction of deptl . officers at site
OD86642/2024-2025:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc
OD86643/2024-2025: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 ,all charges for spreading and ramming etc and as per instruction of the Departmental officers including all incidental charges etc complete.
OD86644/2024-2025:Engaging Auto pickup for conveying Shelmac to various roads.
OD86645/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
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
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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm 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.
12.1.2.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 and backfilling with approved material. Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means
OD86647/2024-2025:Dry rubble masonry for foundation and superstructure including all cost as per design and drawings
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 <br> In area of light jungle - By Mechanical Means<br>
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. PCC Grade M15
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
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD86648/2024-2025:Supplying and fixing DLP Boards
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
Appendix C : Proactive/Preventive maintenance works
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
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.
OD86654/2024-2025: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.
OD86655/2024-2025: :Engaging man mazdoor for clearing drain and culvert.
OD86656/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
OD86657/2024-2025:Engaging labour with passenger car not less than 1000cc for Conducting and reporting routine inspections for 20 km for the entire length of the Project road at a frequency of 7 days through out the agreement period of running contract as directed by the departmental officers.
Appendix D :Emergency works
OD86649/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
OD86650/2024-2025:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc
OD86651/2024-2025:Engaging wood cutter for cutting trees and branches in standing in dangerous condition .
OD86652/2024-2025:Hire charges of rope for cutting trees standing in dangerous condition.
OD86653/2024-2025:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard
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
AZEEZ M .M (BID ID -2137249)
Mon Joseph (BID ID -2137659)
HARILAL. P.J (BID ID -2134439)
Bidder Name
Mon Joseph
AZEEZ M .M
Ajikumar G
HARILAL. P.J
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1196525.pdf
boq_comp_chart.xlsx
xlsx
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