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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹43.1 LAccepted-AOC | ₹43.1 L | Li | Accepted-AOC L1 |
| 2 | L2₹43.1 LRejected-AOC | ₹43.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹43.4 LRejected-AOC POOKKATH HOUSE ULLANAM P O KOLATHINGAL CHERANANGADI MALAPPURAM 676303 | MALAPPURAM | MALAPPURAM | KERALA | 676303 | ₹43.4 L | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Submitted Finance document ( BOQ ) is not for the corresponding bidder. |
| Sl No | Description | Qty | Unit | MOHAMMED KAYANIKKARA L1 | sainulabid L2 | P HAMZA HAJI L3 |
|---|---|---|---|---|---|---|
| 1.00Re-construction of retaining wall of approach road | ||||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 7.12 | cum | 730.36 ₹5,203.82 | 800 ₹5,700 | 735.18 ₹5,238.16 |
| 1.00 | 2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry | 294.52 | cum | 468.22 ₹1.4 L | 468.22 ₹1.4 L | 471.32 ₹1.4 L |
| 1.00 | 3.13.5.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. Marshy soil - Mechanical Means | 135.13 | cum | 399.05 ₹53,925.62 | 399.05 ₹53,925.62 | 401.68 ₹54,281.03 |
| 1.00 | OD135383/2024-2025:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving down through various strata below bed level including cost coveyance labour charges etc. complete. | 516 | metre | 176.36 ₹91,001.76 | 176.36 ₹91,001.76 | 177.53 ₹91,605.48 |
| 1.00 | OD135384/2024-2025:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. | 516 | metre | 189.53 ₹97,797.48 | 189.53 ₹97,797.48 | 190.78 ₹98,442.48 |
| 1.01 | OD135385/2024-2025:Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels and removing the cut end of piles and stacking within 150m | 86 | each | 216.47 ₹18,616.42 | 216.47 ₹18,616.42 | 217.9 ₹18,739.40 |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 30.03 | cum | 2,726.92 ₹81,889.41 | 2,726.92 ₹81,889.41 | 2,744.93 ₹82,430.25 |
| 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. | 13.86 | cum | 6,878.75 ₹95,339.48 | 6,878.75 ₹95,339.48 | 6,924.18 ₹95,969.13 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 145.53 | cum | 7,930.43 ₹11.5 L | 7,930.43 ₹11.5 L | 7,982.8 ₹11.6 L |
Tender Value
₹40.7 L
EMD Value
₹50,000
Closing Date
23 Apr 2025, 3:00 pmClosed
Executive Engineer PWD Bridges Division Palakkad
O/O Executive EngineerPWDBridges DivisionPalakkad
GENERAL-Reconstruction of Side Protection Wall at approach side of Neerolppalam Bridge in Vallikkunnu LAC in Malapuram District
2025_PWD_760454_1
PWD/BR/TR/16963/2024_5_1_1/1
Open Tender
Civil Works - Bridges
240 days
Thenjippalam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
2 Feb 2026
16 Apr 2025
26 Apr 2025
16 Apr 2025
23 Apr 2025
16 Apr 2025
Amount
Re-construction of retaining wall of approach road
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry
3.13.5.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. Marshy soil - Mechanical Means
OD135383/2024-2025:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving down through various strata below bed level including cost coveyance labour charges etc. complete.
OD135384/2024-2025:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.
OD135385/2024-2025:Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels and removing the cut end of piles and stacking within 150m
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m
14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
OD135477/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.( As per approved OD Irrigation in price as spec.code 60.6)
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm 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.
8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm 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.
55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.
8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm 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. 50cmx 60 cm rectangular (Single chevron etc.)
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm
sainulabid (BID ID -2200473)
P HAMZA HAJI (BID ID -2200625)
Bidder Name
MOHAMMED KAYANIKKARA
sainulabid
P HAMZA HAJI
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