Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹29.8 L+₹2.9 L (10.8%)Rejected-Finance 1291 1ST FLOOR SECTOR 26 PANCHKULA HARYANA 134116 | PANCHKULA | HARYANA | 134116 | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹32.2 L+₹5.3 L (19.8%)Rejected-Finance VILL POST SHIASO TEH POOH DISTT KINNAUR PIN 172110 HP | SHIASO | KINNAUR | HIMACHAL PRADESH | 172110 | L3 | Rejected-Finance BEING NOT LOWEST | |
| 4 | L4₹33.1 L+₹6.2 L (23.3%)Rejected-Finance | L4 | Rejected-Finance BEING NOT LOWEST | |
| 5 | L4₹35.0 L+₹8.2 L (30.5%)Rejected-Finance H NO 816 NEAR GANDHI CHOWK KALKA 133302 HARYANA | KALKA | PANCHKULA | HARYANA | 133302 | L4 | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
10 Jul 2023, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, C/O 56 APO
PROVN OF RETAINING WALL TOWARDS RIVER SUTLEJ OF 3 COMPANY CCSR AT KARCHAM IN THE AREA OF AGE B/R-I POOH UNDER GE 863 EWS
2023_MES_605258_1
GE863/EWS-T-46 OF 2023-24
Open Tender
Civil Works
Item Rate
60 days
KARCHAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹87,180
17 Jul 2023
23 Jun 2023
12 Jul 2023
23 Jun 2023
10 Jul 2023
26 Jun 2023
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard/Dense soil complete all as specified and directed
M&L for Plain cement concrete type D-2, (1:4:8) using 40mm well graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
M&L for stone walling of random rubble masonary ,uncoursed, well bonded, bedded and solidly hearted ,built in cement mortar (1:6) , compltete ,all as specified and directed.
M&L for Providing Precast cement concrete (PCC ) (1:3:6) type C-1 , using 20mm well graded stone aggregate, as in bond stone, set in cement mortar (1:6 ) , compltete ,all as specified and directed.
S & F 110 mm bore PVC (SWR) pipe, single socketed in any length in retaining wall as in spout pipe compltete all as specified and directed.
M&L for PCC (1:3:6) type C-1 using 20mm well graded stone aggregate as in coping etc ., complete ,all as specified and as directed.
M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses walling in cement mortar ( 1:3), complete ,all as specified and as directed.
Material and labour for earth filling and back filling using the Moorum / red bajri spreading, levelling, watering and well ramming in layers , complete ,all as specified and as directed.
M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soils (using excavated soil), complete all as speicifed and directed
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed
NSK TRADER
M/S PYARE LAL
Kusan Enterprises
m/s jupiter builders
M/S SHIV NATH ENTERPRISES
SANTOSH KUMAR
M/S VIJAY TRADERS
stage.html
html • 0.06 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 .