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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Fee/PreQual/Technical/Finance LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹2.5 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 Cr+₹7.7 L (3.05%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 Cr+₹7.7 L (3.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shajimon Joseph L1 | PC THANKACHAN L2 |
|---|---|---|---|---|---|
| 1.00Internal Road & Parking near Motion Simulator building | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 7,962 | sqm | 15.5 ₹1,23,411 | 13 ₹1,03,506 Lowest |
| 1.00 | OD259546/2025-2026: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 | 1,033.5 | cum | 42 ₹43,407 Lowest | 50 ₹51,675 |
| 1.00 | OD259544/2025-2026:Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres | 75.9 | cum | 330 ₹25,047 | 250 ₹18,975 Lowest |
| 1.00 | OD259549/2025-2026:Filling available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer for formation of road by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1,260 | cum | 60 ₹75,600 Lowest | 220 ₹2,77,200 |
| 1.00 | OD259548/2025-2026:Chemical Blasting without using explosives and removing the hard rock ( measurement in solid) for the site leveling as per approved lines and levels etc. by drilling holes of suitable dia 20 cm c/c and filling it with a suitable chemical like accones etc. | 40 | cum | 1,900 ₹76,000 | 1,300 ₹52,000 Lowest |
| 1.01 | OD259550/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | 15 | each | 850 ₹12,750 | 300 ₹4,500 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 233.28 | cum | 290 ₹67,651.2 | 220 ₹51,321.6 Lowest |
| 1.01 | OD97310/2026-2027:Modified from DSOR -16.78.3-Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired
density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 834.3 | cum | 2,900 ₹24,19,470 Lowest | 3,300 ₹27,53,190 |
| 1.01 | OD259552/2025-2026: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. | 2,202 | sqm | 1,070 ₹23,56,140 Lowest | 1,200 ₹26,42,400 |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
14 Aug 2026, 4:00 pmClosed
The Superintending Engineer
The Superintending Engineer, O/o the Superintending Engineer, Public Works Department (PWD), Buildings South Circle, Thiruvananthapuram
Construction of Internal Roads-Phase II and Parking area near Motion stimulator Building in Science city, Kozha-General Civil Work
2026_PWD_863879_1
PWD/BLDG/TR/23669/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
360 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
18 Aug 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Internal Road & Parking near Motion Simulator building | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | OD259546/2025-2026: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 | - | cum | - | - |
| 1.003 | OD259544/2025-2026:Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres | - | cum | - | - |
| 1.004 | OD259549/2025-2026:Filling available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer for formation of road by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.005 | OD259548/2025-2026:Chemical Blasting without using explosives and removing the hard rock ( measurement in solid) for the site leveling as per approved lines and levels etc. by drilling holes of suitable dia 20 cm c/c and filling it with a suitable chemical like accones etc. | - | cum | - | - |
| 1.006 | OD259550/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | - | each | - | - |
| 1.007 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.008 | OD97310/2026-2027:Modified from DSOR -16.78.3-Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired
density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 1 | cum | - | - |
| 1.009 | OD259552/2025-2026: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. | - | sqm | - | - |
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