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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹14.4 L+₹1.1 L (8.54%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹15.0 L+₹1.7 L (13.0%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹15.9 L+₹2.6 L (19.5%)Rejected-AOC | L4 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹27,280
Closing Date
10 Mar 2021, 6:00 pmClosed
GE 969 EWS
GE 969 EWS C o 56 APO
PROVN OF RETAINING WALL BEHIND WKSP REPAIR BAY WITH HARD STANDING FOR FD WKSP COY EME AT NAUGAM UNDER GE 969 EWS
2021_MES_421793_1
CANO 969/WS- /2020-21
Open Tender
Civil Works
Item Rate
180 days
Naugam
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE 969 EWS
₹27,280
Yes
31 Mar 2021
12 Feb 2021
12 Mar 2021
12 Feb 2021
10 Mar 2021
26 Feb 2021
Amount
M&L for rough excavation n exc. 1.5 m deep and getting out in hard/ dense soil. Complete all as specified and directed by the Engineer-In-Charge.
Excavation over areas not exc. 1.5 mtr in deep and getting out in hard/dense soil. Complete all as specified and directed by the Engineer-In-Charge.
M&L for providing Cement concrete 1:4:8 type D2 using 40mm graded aggregate for foundation filling and mass concreting. Complete all as specified and directed by the Engineer-In-Charge.
M&L for walling of random rubble, uncoursed, well bonded, and solidly hearted, built in cement mortar 1:4, Complete all as specified and directed by the Engineer-In-Charge.
M&L for walling of random rubble, uncoursed, well bonded, and laid dry in retaining wall, abutments and similar works, Complete all as specified and directed by the Engineer-In-Charge.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against dressed surface not exceeding 40mm granite or trap stone Complete all as specified and directed by Engineer-In-charge
M&L for cement concrete 1:2:4 type C1 (using 20mm graded crushed stone aggregate) cills, steps, coping, holdfast and the like including weathering, slightly rounded or chamfered angles and throating as directed with including necessary form work complete. Complete all as specified and directed by Engineer-In-charge
Returning filling including spreading watering and well ramming in layers n.exc 25cm thick in hard/dense soil. Complete all as specified and directed by Engineer-In-charge
Removing excavated soil to a distance n.exc 50m & depositing where directed at a level n.exc 1.5m above the starting point. Complete all as specified and directed by Engineer-In-charge
M&L for precast cement conc. 1:3:6 type C1 using 20mm graded granite stone aggregate set in CM 1:4. Complete all as specified and directed by the Engineer-In-Charge.
M&L for flush pointing in CM 1:4 to RR masonry uncoursed or brought upto courses. complete all as specified and directed by Engineer-in-charge
M&L for PCC 1:2:4 type B-2 100mm thick (40mm graded aggregate) as in floors etc. finished even and smooth without using extra cement. Complete all as specified and directed by Engr-In-Charge.
S&F PVC (SWR) pipes 75mm bore single socketed in any length with rubber rings joints fixed to existing sewge line/weep holes/ wall including all accessories.
NAJAR ENTERPRISES
M/S HAJI MOHD ASHRAF SUMJI
M/S GHULAM HASSAN MALIK
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