Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr Quoted ₹2.4 Cr | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹2.4 Cr+₹2.4 L (1.00%)Rejected-Finance | ₹2.4 Cr+₹2.4 L (1.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.4 Cr+₹4.8 L (2.03%)Rejected-Finance | ₹2.4 Cr+₹4.8 L (2.03%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Outlook Communications (P) Ltd L2 | Unnikrishnan T L1 | Meena Mamu L3 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 1.01 | 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 | 850.68 | sqm | 9 ₹7,656.12 Lowest | 10 ₹8,506.8 | 10 ₹8,506.8 |
| 1.02 | 20.2.5 : 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).600 mm dia piles | 390 | metre | 3,300 ₹12,87,000 | 3,290 ₹12,83,100 | 3,200 ₹12,48,000 Lowest |
| 1.03 | od198347/2020_2021 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of<br>garde M-25 of specified diameter and length below the pile cap to carry a safe working load not less than<br>specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution<br>and temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads<br>(Length of pile for payment shall be measured upto bottom of pile cap).<br>700 mm dia piles | 165 | metre | 4,600 ₹7,59,000 | 4,590 ₹7,57,350 | 4,500 ₹7,42,500 Lowest |
| 1.04 | 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 | 53,000 ₹53,000 | 53,200 ₹53,200 | 50,000 ₹50,000 Lowest |
| 1.05 | 20.6.1.2 : 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 capacityRoutine test | 2 | per test | 24,000 ₹48,000 Lowest | 24,000 ₹48,000 Lowest | 25,000 ₹50,000 |
| 1.06 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 1,650.9 | cum | 200 ₹3,30,180.2 Lowest | 200 ₹3,30,180.2 Lowest | 200 ₹3,30,180.2 Lowest |
| 1.07 | 2.7.1 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 183.44 | cum | 300 ₹55,030.8 Lowest | 300 ₹55,030.8 Lowest | 300 ₹55,030.8 Lowest |
| 1.08 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 659.12 | cum | 100 ₹65,912.5 | 80 ₹52,730 Lowest | 100 ₹65,912.5 |
| 1.09 | 2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 73.24 | cum | 100 ₹7,323.8 Lowest | 120 ₹8,788.56 | 100 ₹7,323.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
22 Jan 2021, 12:00 pmClosed
Deputy Manager (PEED)
STEEL INDUSTRIALS KERALA LTD. ATHANI P.O THRISSUR- 680 581
Construction of Phase-1 works of Vellanad Shopping Complex for VellanadGramaPanchayath at Thiruvananthapuram
2021_SILK_406171_1
SILK/PEED/S-3546/2020-21/752
Open Tender
Miscellaneous Works
Item Rate
180 days
Vellanad GP
As per tender documents
6 documents required · 6 mandatory
₹8,850
₹1 L
Yes
21 Aug 2026
15 Jan 2021
23 Jan 2021
15 Jan 2021
22 Jan 2021
15 Jan 2021
15 Jan 2021 - 22 Jan 2021
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 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 .