Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.8 LAccepted-AOC KERALA KL | ALAPPUZHA | KERALA | 688548 | L1 | Accepted-AOC agmt executed | |
| 2 | L2₹62.9 L+₹5.1 L (8.79%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹66.6 L+₹8.7 L (15.1%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SHABU B. L3 | Anil Kumar L2 | SELVARAJ L1 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall | ||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 84.38 | cum | 370 ₹31,218.75 | 364.04 ₹30,715.88 | 334.63 ₹28,234.41 Lowest |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 67.5 | sqm | 171 ₹11,542.5 | 168.66 ₹11,384.55 | 155.03 ₹10,464.53 Lowest |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 94 | hour | 354 ₹33,276 | 349.67 ₹32,868.98 | 321.43 ₹30,214.42 Lowest |
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 4 | each | 567 ₹2,268 | 557.41 ₹2,229.64 | 512.37 ₹2,049.48 Lowest |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 1 | each | 2,600 ₹2,600 | 2,483.77 ₹2,483.77 | 2,283.06 ₹2,283.06 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 25,005 | kilogram | 115 ₹28,75,575 | 113.77 ₹28,44,818.85 | 104.58 ₹26,15,022.9 Lowest |
| 1.01 | 5.33.1.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 219.38 | cum | 12,500 ₹27,42,187.5 | 11,020.24 ₹24,17,565.15 | 10,129.72 ₹22,22,207.33 Lowest |
| 1.01 | 20.2.4:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).750 mm dia piles | 186 | metre | 4,806 ₹8,93,916 | 4,757.12 ₹8,84,824.32 | 4,372.7 ₹8,13,322.2 Lowest |
| 1.01 | 20.6.1.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile upto 50 tonne capacityInitial test | 1 | per test | 66,030 ₹66,030 | 65,369.93 ₹65,369.93 | 60,087.51 ₹60,087.51 Lowest |
Tender Value
₹63.6 L
EMD Value
₹50,000
Closing Date
27 Jun 2025, 5:00 pmClosed
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
PROJ NO. 856 Thekkumoodu bund colony balance retaining wall work in pattom ward
2025_LSGD_770365_1
03/E16/AEE2/1703879/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
23 Aug 2025
19 Jun 2025
30 Jun 2025
19 Jun 2025
27 Jun 2025
19 Jun 2025
Amount
Retaining wall
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.33.1.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
20.2.4:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).750 mm dia piles
20.6.1.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile upto 50 tonne capacityInitial test
Anil Kumar (BID ID -2234557)
SHABU B. (BID ID -2234499)
Bidder Name
SHABU B.
Anil Kumar
SELVARAJ
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1256916.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .