Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹12.3 L+₹1.2 L (10.8%)Rejected-Finance | L2 | Rejected-Finance not being lwest | |
| 3 | Rejected-Technical | - | Rejected-Technical Category not as per NIT | |
| 4 | Rejected-Technical | - | Rejected-Technical Category not as per NIT |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
6 Dec 2023, 9:00 amClosed
GE (AF) THOISE
GARRISON ENGINEER (AF) THOISE 19 FBSU, c/o 56 APO, PIN 937219
REPAIR/ REPLACEMENT OF COLD AND HOT WATER SUPPLY PIPE LINE AND OTHER CONNECTED WORKS DURING WINTER SEASON AT AIR FORCE STATION THOISE UNDER GE (AF) THOISE
2023_MES_628217_1
GEAFT-46/23-24
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
THOISE
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE AF THOISE
₹24,000
Yes
14 Jan 2024
15 Nov 2023
7 Dec 2023
15 Nov 2023
6 Dec 2023
22 Nov 2023
Amount
Excavation in trenches n.exc. 1.5 mtr wide and n.exc 1.5 mtr deep for foundations of poles/stays/cable etc not exc 10 Sqm area on plan and getting out in Hard/Dense soil complete all as specifed and as directed by Engineer-in-Charge.
Returning filling in including spreading levelling, watering and well ramming in layer each not exc. 25 cm thick in a Hard Dense soil complete all as specified and directed by Enginer-in-Charge.
Removing surplus soil to a distance not exc. 50 mtr and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed by Engr-in-Charge.
M&L in repair /replacment of PP-R (Polypropylene random copolymer) pipes, outer dia 63 mm, SDR 6 (PN-20) , 3-layer, and UV stabilized and anti-microbial fusion welded having thermal stability for hot and cold water supply including all PP-R plain and brass threaded polypropylene random fittings fixed complete to fittings laid in trenches/on ground complete all as specified and as directed by Engineer-In-Charge. Make: SFMC/Finolex/Swami Plast/ Relicance PP-R .
All as per Srl Item No.6.00 here-in - before but 50 mm bore.
All as per Srl Item No.6.00 here-in - before but 32 mm bore.
All as per Srl Item No.6.00 here-in - before but 25 mm bore.
S & F PP-R, globe or gate valves,with wheel head, screwed both ends suitable for 63 mm bore iron pipe and fixed complete all as directed and specified by Engr-in-Charge. Make :- SFMC/Swami Plast/ASVA/BIR / Leader / Zoloto or as equivalent approved by GE.
All as per Srl Item No.10.00 here-in - before but 50 mm bore.
All as per Srl Item No.10.00 here-in - before but 32 mm bore.
All as per Srl Item No.10.00 here-in - before but 25 mm bore.
Kaiflex insulation including with all fittings of size 63/67 mm inner dia and 19 mm thick including jointing, fixing material such as solvant adhesive, tape insulation self adhesive and poly shield coating including polyglass tape and (resign+hardner) two cats as per manufacturer complete, all as specified and directed by Engr-in-Charge.
All as per Srl Item No.14.00 here-in - before but inner dia 50/51 mm.
All as per Srl Item No.14.00 here-in - before but inner dia 32 mm.
All as per Srl Item No.14.00 here-in - before but inner dia 25 mm.
M&L for cutting the existing road straight by manual,depth & width not less than 30 cm for pipes up to 100 mm dia filling back with excavated soil up to 75% road portion & 25 % shall be made with cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate complete all as specified & diected.
Drilling and tapping GI/PP-R water mains (in position) the existing pipe of 50 mm for branch connections including inserting tee of size 50x50x25mm or as per availaibility with all fittings complete all as specified and as directed by Engineer-In-Charge. Note Excavation, returing, filling and pertaining to this job deemed to be included in rate.
M&L for Valve pit of size 90x90x100 cm consisting of random rubble uncoursed stone masonary in cement motor 1:6, 50mm thick coping with PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) incl excavation and earth work and disposal of surplus soil to a distance not exceeding 50 m and depositing where all as directed by Engr-in- charge, plastering internally with 15mm thick in cement motor 1:4 and flush pointing externally in the same mortar as work proceeds and mild steel sheet cover ( 3:15 mm thick) angle iron frame of 40x40x6mm handle locking arrangement and painting with two coats of synthetic enamel paint over a coat of red oxide primer on steel surface complete all as specified and as directed by the Engr-in-Charge.
M/S LIBE & CO
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 .