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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 CrRejected-AOC | ₹1.9 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Malabar Tech L1 | Yoonus Saleem L2 |
|---|---|---|---|---|---|
| 1.00CD works | |||||
| 1.00 | 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) | 733.58 | cum | 65 ₹47,682.70 | 75 ₹55,018.50 |
| 1.00 | 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. | 224.61 | cum | 7,500 ₹16.8 L | 7,650 ₹17.2 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 400 | cum | 9,000 ₹36 L | 9,200 ₹36.8 L |
| 1.00 | 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 | 147.4 | cum | 9,500 ₹14.0 L | 9,700 ₹14.3 L |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 16.32 | MT | 1,00,000 ₹16.3 L | 1,02,000 ₹16.7 L |
| 1.01 | 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) | 53 | cum | 9,500 ₹5.0 L | 9,800 ₹5.2 L |
| 1.01 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 480 | cum | 4,000 ₹19.2 L | 4,200 ₹20.2 L |
| 1.01 | 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. | 2,400 | sqm | 1,500 ₹36 L | 1,650 ₹39.6 L |
| 1.01 | OD212301/2025-2026:Providing and fixing of Defect Liability Boards (1.20 m X 0.60 m) made of Printing Reflective
type fixed over Aluminium Composite panel with suitable back supporting frame of MS angle
25x25x3 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, on 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 | 0.72 | sqm | 7,000 ₹5,040 | 7,500 ₹5,400 |
Updated dates
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
5 Jan 2026, 2:00 pmClosed
Superintending Engineer, PWD Roads NC
O/o The Superintending Engineer, PWD Roads North Circle, Kozhikode
Improvements to Padinjarangadi center Drainage facilities and footpath of Padinjarangadi center in Palakkad ponnani road between km 73/600 to 74/200
2025_PWD_824055_1
PWD/RB/TR/18700/2024_5_1_1/2
Open Tender
Civil Works - Roads
180 days
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,515
Yes
₹50,000
Yes
24 Apr 2026
26 Dec 2025
7 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
Amount
CD works
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)
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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)
4.2.A.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-III -For lower sub-base - 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.
OD212301/2025-2026:Providing and fixing of Defect Liability Boards (1.20 m X 0.60 m) made of Printing Reflective type fixed over Aluminium Composite panel with suitable back supporting frame of MS angle 25x25x3 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, on 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
Road safety
8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .
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.
chequrred tile
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
Yoonus Saleem (BID ID -2452365)
Bidder Name
Malabar Tech
Yoonus Saleem
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