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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC AT DUNGAMAL NH 5 PO INS CHILKA VIA BALUGAON DIST KHORDHA ODISHA 752037 | KHORDHA | ODISHA | 752037 | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹9.5 L+₹91,157 (10.6%)Rejected-Finance AT BRAJARAJPUR PO INS CHILKA DISTT KHURDHA ODISHA 752037 | KHORDHA | ODISHA | 752037 | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹10.2 L+₹1.6 L (18.1%)Rejected-Finance AT AKHUPOKHARA PO INS CHILKA DISTT KHURDHA ODISHA 752037 | KHORDHA | ODISHA | 752037 | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹10.3 L+₹1.7 L (20.3%)Rejected-Finance AT NUAGARH PO BARKUL DISTT KHURDHA ODISHA 752030 | KHORDHA | ODISHA | 752030 | L4 | Rejected-Finance Being not lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical Due to Ban by HQ CE( Navy) Visakhapatnam on account of slow progress |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
22 Apr 2021, 6:00 pmClosed
Garrison Engineer Chilka
Garrison Engineer Chilka PO INS Chilka Distt Khordha Odisha 752037
SPECIAL REPAIR REPLACEMENT OF EXISTING CI PIPE LINE WITH DI PIPE LINE INCLUDING RISING MAINS FOR 200 MEN LIVING JUNIOR SAILOR BLOCK AND MANHNADI IN LIVING SENIOR SAILOR BLOCK AT INS CHILKA UNDER GE CHILKA
2021_MES_427522_1
GE/CHL/8709 OF 2020-2021
Open Tender
Civil Works
Item Rate
182 days
Garrison Engineer Chilka
MES Enlisted contractor of Class E category a ii
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Chilka
₹16,000
Yes
21 May 2021
3 Mar 2021
28 Apr 2021
3 Mar 2021
22 Apr 2021
17 Mar 2021
3 Mar 2021 - 10 Mar 2021
Amount
Excavation in trenches not exc.1.5m wide and not exceeding 1.5m in depth and getting out in soft/loose soil for laying of GI pipe line complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick complete all as specified
Removing excavated surplus soils meterial not exc.50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified.
Supply, laying, jointing and testing of 100 mm dia ductile iron spigot and socket pipes as per IS: 8329/2000 ,Class K-7 , ISI marked including EDPM rubber gasket suitable for push on rubber gasket joint with inside cement mortar linning and outside zinc bitumen coating including taking out existing unserviceable pipe complete all as specified and as directed. Make:-Jindal Saw Limited/Electrosteel casting Ltd/Kiswork Industries Ltd
S&F for ductile iron fittings for sigot and socketed/flanged ends,such as bends ,tapers,collars,caps, Tee single and double junction tail piece etc conforming to IS-9523 complete all as specified and directed. Make:-Jindal Saw Limited/Electrosteel casting Ltd/Kiswork Industries Ltd
S&F in replacement of 100 mm dia cast iron sluice valve both end flanged complete with iron wheel head and stainless steel spindle confirming to IS -14846/2000 PN-1.6 including jointing materials such as nuts, bolts washers and 3mm rubber gasket 02 Nos complete all as specified and directed.
Supply and laying in trenches or fixed to walls, 50 mm dia bore galvanised iron steel water tubes , medium grade including fittings such as bends, reducer, elbows, union etc including taking out existing unserviceable pipe complete all as specified and directed.
Supply and laying in trenches or fixed to walls, 25 mm dia bore galvanised iron steel water tubes , medium grade including fittings such as bends, reducer, elbows, union etc including taking out existing unserviceable pipe complete all as specified and directed.
S&F in replacement of 50 mm dia bore gun metal gate valve with iron wheel head screwed both ends for iron pipe complete all as specified and as directed.
S&F in replacement of 25 mm dia stop valve cast copper alloy , screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions complete all as specified and as directed.
M&L for construction of brick masonary valve pit chamber with 230 mm thick brick wall of internal size 1000mm x 1000mm x 900mm with 10 mm thick rendering in cement mortar 1:4 internally and externally 150mm below the ground level with 15 mm thick cement mortar 1:6 , PCC 1:4:8 type D-2 using 40mm graded stone aggregate in foundation of size 1550mmx1550 mm of 150mm thick and 50 mm thick PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping and covering the chamber with 40mmX40mmX6 mm thick angle iron frame and 3.15 mm thick mild steel sheet as cover with two Nos of 150 mm length hinges and one No handle made out of mild steel round bar 10 mm dia with necessary locking arrangement including painting to the steel surfaces with two coats of synthetic enamel paint over a coat of redoxide primer including necessary excavation and earth work in any type of soil including returning filling and removal complete all as directed .
ANTARYAMI PANDA AND COMPANY
M/S S R Saha And Co
SAHADEV PALAI
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