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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₹89.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹90.1 L+₹50,489.73 (0.56%)Rejected-Finance | L2 | Rejected-Finance Second lowest bid | |
| 3 | L3₹91.5 L+₹1.9 L (2.08%)Rejected-Finance KALAPPURACKAL H RAMAPURAM BAZAR P O KOTTAYAM 686576 | RAMAPURAM | KOTTAYAM | KERALA | 686576 | L3 | Rejected-Finance Third Lowest bid | |
| 4 | L4₹92.2 L+₹2.6 L (2.88%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest bid |
| Sl No | Description | Qty | Unit | ABU MUHAMMEDALI L2 | siby joseph L3 | SHERIN P REHIMAN L1 | TIBIN BABY THOMAS L4 |
|---|---|---|---|---|---|---|---|
| 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. | 5.07 | cum | 2,366.81 ₹11,999.73 | 2,402 ₹12,178.14 | 2,344 ₹11,884.08 | 2,310 ₹11,711.7 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5.18 | cum | 2,447.65 ₹12,688.62 | 2,484 ₹12,877.06 | 2,424 ₹12,566.02 | 2,400 ₹12,441.6 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. | 5.07 | cum | 5,169 ₹26,206.83 | 5,247 ₹26,602.29 | 5,118 ₹25,948.26 | 5,050 ₹25,603.5 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. | 5.18 | cum | 11,649 ₹60,388.42 | 11,825 ₹61,300.8 | 11,536 ₹59,802.62 | 11,400 ₹59,097.6 Lowest |
| 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. | 4,050 | sqm | 11 ₹44,550 Lowest | 11.53 ₹46,696.5 | 11.2 ₹45,360 | 12 ₹48,600 |
| 1.01 | OD118652/2024-2025: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 | 4,050 | per sqm | 269 ₹10,89,450 | 270.93 ₹10,97,266.5 | 265 ₹10,73,250 Lowest | 290 ₹11,74,500 |
| 1.01 | 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 | 10 | cum | 3,435 ₹34,350 | 3,487 ₹34,870 | 3,402 ₹34,020 | 3,350 ₹33,500 Lowest |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 780 | sqm | 28 ₹21,840 Lowest | 28.85 ₹22,503 | 29 ₹22,620 | 30 ₹23,400 |
| 1.01 | 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. | 488 | metre | 3,705 ₹18,08,040 | 3,761 ₹18,35,368 | 3,670 ₹17,90,960 Lowest | 3,700 ₹18,05,600 |
Tender Value
₹97.5 L
EMD Value
₹50,000
Closing Date
12 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL RM 2025 26 RC 2 Phase 1 cluster 11 Zone 2 One year Running Contract for various PWD Roads under Road section Ranni 10 nos of road stretches for a length of 32.80 km General Civil Work General Civil Work
2025_PWD_792314_1
PWD/RB/TR/15466/2024_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
14 Nov 2025
29 Aug 2025
15 Sept 2025
29 Aug 2025
12 Sept 2025
29 Aug 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.
OD118652/2024-2025: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
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
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
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.
OD135183/2024-2025:Supplying and fixing DLP Boards
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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.
3.13.1.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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
OD230316/2024-2025:Dry rubble masonry for foundation and superstructure including all cost as per design and drawings
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
Appendix B :Pre-Monsoon works
OD118654/2024-2025:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc
OD118655/2024-2025:Hire charges of rope for cutting trees standing in dangerous condition.
OD118656/2024-2025:Hire charges for machine saw including petrol charge.
OD118657/2024-2025:Engaging wood cutter for cutting trees and branches in standing in dangerous condition .
OD118658/2024-2025: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
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
OD130736/2025-2026:Filling up pot holes with bituminous ready mix compound ( 25kg bag)and compacting and ramming to get a compact surface including all cost
OD118662/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
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)
OD118663/2024-2025:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard
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
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.
OD118665/2024-2025: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.
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
OD118666/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
OD118667/2024-2025: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.
OD118668/2024-2025:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc
Appendix D :Emergency works
OD118669/2024-2025:Engaging Hydraulic Excavator of 1 cum bucket
OD118670/2024-2025:Engaging Man Mazdoor for clearing chocked culvert, clearing vegetation, removing covering slab, clearing drain etc
OD118671/2024-2025:Hire charges for machine saw including petrol charge.
OD118672/2024-2025:Engaging wood cutter for cutting trees and branches in standing in dangerous condition .
OD118673/2024-2025:Conveying materials &debris by Tipper lorry( 5 tonne ) to the places pointed by the departmental officers/ dumping yard
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
ABU MUHAMMEDALI (BID ID -2328659)
siby joseph (BID ID -2336449)
TIBIN BABY THOMAS (BID ID -2336180)
Bidder Name
siby joseph
ABU MUHAMMEDALI
SHERIN P REHIMAN
TIBIN BABY THOMAS
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