Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 CrAccepted-AOC VILLAGE FAZALPUR BEHIND FOCAL POINT JALANDHAR | JALANDHAR | JALANDHAR | PUNJAB | ₹5.7 Cr | 1 | Accepted-AOC Due to lowest |
| 2 | 2₹5.9 Cr+₹17.4 L (3.03%)Rejected-Finance VILLAGE THARAS P O HURLA TEHSIL BHUNTAR DISTT KULLU H P 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹5.9 Cr+₹17.4 L (3.03%) | 2 | Rejected-Finance Higher bid |
| 3 | 3₹6.8 Cr+₹1.1 Cr (18.5%)Rejected-Finance | ₹6.8 Cr+₹1.1 Cr (18.5%) | 3 | Rejected-Finance Highest bid |
Tender Value
₹8.1 Cr
EMD Value
₹8.8 L
Closing Date
31 Jan 2025, 11:00 amClosed
EE
JSD Katrain
SH CO retaining wall with skin reinforcement alongwith apron at RD 30100 to 30606 506 mtrs.
2025_HPIPH_98557_1
8132-82 dated 22.01.2025
Open Tender
Civil Works
Turn-key
Dawara
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EE Katrain
₹8.8 L
20 Mar 2025
23 Jan 2025
31 Jan 2025
23 Jan 2025
31 Jan 2025
23 Jan 2025
Amount
Earth work in cutting of all kind of soil using mechanical means (Hydraulic excavator & tipper)/manual means disposal upto all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator & tipper)/manual means including bailing out water from river, getting out and disposal of excavated soil/earth within all leads and lifts as per direction and to the entire satisfaction of the Engineer in charge.
Providing rubble stone properly hand packed behind retaining walls in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens & ballies, for all height of propping and centring and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts. The plates shall be sand papered and properly greased with oil before it placement for form work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. in: -
Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like
Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate forty millimeter nominal size )and curing complete excluding the cost of form in foundation and plinth within all leads and lifts
Providing & laying cement concrete 1:1.5:3(One cement :One & half sand: Three graded stone agregate of 20mm nominal size) including bailing out, pumping of water or diversion of river flow and curing complete excluding cost of from work and reinforcement for reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. in
Walls of any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor of any level including all leads and lifts etc. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying tor steel reinforcement for Reinforced Cement Concrete work including bending, binding and placing in position complete including cost of binding wires complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and fixing 100mm dia PVC pipe arrangement in weep hole including PVC mesh in all leads and lifts as per the direction of Engineer in charge.
Providing Wire crate made of GI wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge.
Providing & laying stone filling in layers in Apron of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e more than 15cm having proportionate weight not be less than 18kg (wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
Preparation and approval of design and drawings duly vetted from the NIT,IIT or PEC as per direction and to the entire satisfaction of the Engineer-in-Charge.
Ashadeep Construction Pvt Ltd (BID ID -482990)
gagan ohri (BID ID -481132)
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 • 0.04 MB
BOQ_144861.xls
BOQ • 0.26 MB
161535624.pdf
Tender Documents • 2.88 MB
161535626.html
Tender Documents • 0.06 MB
PWD6.pdf
Tender Documents • 0.61 MB
PWD8.pdf
Tender Documents • 1.04 MB
TC.pdf
Tender Documents • 0.55 MB
Terms.pdf
Tender Documents • 0.57 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 .