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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹3.2 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹3.7 LAccepted-Finance | ₹3.7 L | L2 | Accepted-Finance Second Lowest |
| Sl No | Description | Qty | Unit | ANILKUMAR L1 | ARUN V G L2 |
|---|---|---|---|---|---|
| 1.00Restoration work in OFC laid by JIO from Km7/900 to Km 8/500 BHS(kattayikkonam toNarikkal) | |||||
| 1.00 | 2.4.1.B: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 Manual Means | 6.28 | cum | 1,402.74 ₹8,802.19 | 1,493.65 ₹9,372.65 |
| 1.00 | 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 | 31.38 | cum | 53.91 ₹1,691.43 | 57.41 ₹1,801.24 |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 275.7 | cum | 73.96 ₹20,390.77 | 78.75 ₹21,711.38 |
| 1.00 | 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 | 21.96 | cum | 4,094.29 ₹89,922.89 | 4,359.66 ₹95,751.21 |
| 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. | 12.78 | cum | 8,081.69 ₹1.0 L | 8,605.51 ₹1.1 L |
| 1.01 | 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 | 10.94 | cum | 10,173.73 ₹1.1 L | 10,833.14 ₹1.2 L |
| 1.01 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 23.53 | cum | 614.61 ₹14,462.39 | 654.44 ₹15,399.63 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 1.59 | cum | 99.96 ₹159.34 | 106.44 ₹169.67 |
Tender Value
₹3.2 L
EMD Value
₹8,101
Closing Date
20 Jan 2026, 3:00 pmClosed
EE KSTP KOttarakkara
KSTP Division Kottarakkara
DEPOSIT Restoration work along Link 72 bypass road in OFC laid portion in Trivandrum district for JIO 7/900 to8/500 11/750 to 11/950 for AIRTEL9/800 to11/100 10/900 to12/600 for TATA vettu road signal junction to KINFRA park
2026_PWD_826200_1
PWD/KP/TR/19/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
kottarakkara
Please refer Tender documents.
9 documents required · 9 mandatory
₹715
Yes
₹8,101
Yes
23 Feb 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
Restoration work in OFC laid by JIO from Km7/900 to Km 8/500 BHS(kattayikkonam toNarikkal)
2.4.1.B: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 Manual Means
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
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
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
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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