EGERTON
P.O Box 536-20115
Egerton-Kenya
UNIVERSITY
(051) 2217989
(051) 2113248
ADDENDUM NOTICE NO.2 4th April 2023
5th April, 2023
Egerton University had invited bidders via tender notice published on the Public Procurement Information Portal website https://www.tenders.go.ke and on the University website, https://www.egerton.ac.ke dated 25th April, 2023 for the tender stated below:
|
Tender Number |
Description |
Eligibility | Tender closing dates | Tender Document | |
|
EU/ONT/52/2022-2023 |
Proposed construction of masonry boundary wall, guardhouse and Gate at Egerton University -Nakuru Town Campus College LR NO. 4/37 in Nakuru County | OPEN | 5/05/2023 10.00am |  |
The following amendments are made to the specified provisions of the tender document for the proposed construction of masonry boundary wall, guardhouse and Gate at Egerton University -Nakuru Town Campus College LR NO. 4/37 in Nakuru County.
- RELATIONSHIP WITH THE PRINCIPALTENDER DOCUMENT
Save where expressly amended by the terms of this Addendum, the Principal tender document shall continue to be in full and effect.
The provisions of this Addendum shall be deemed to have been incorporated in and shall be read as part of the principal tender Document.
- AMENDEMENTS TO BILL OF QUANTITIES
That bill no.4: Steel Works has been amended as shown below.
| Proposed Kokeb Guard House and Boundary Wall NTCC Plot No. LR 4/37 | |||||
| Entrance/Pedestrian Gate Bill of Quantities (This Bill of Quantities Replaces Gates as Described in Page BW 6) | |||||
|
Tender Number |
Description |
Qty | Unit | Rate |
Amount (Ksh) |
|
A |
Excavate oversite average 400mm deep to remove vegetable soil, load, wheel and deposit 100m away and later spread and level on site where directed |
CM |
1 |
|
|
|
|
|
|
|
||
|
B |
Excavate for column bases depth 0 -2.5m from reduced levels |
CM |
6.5 |
|
|
|
|
|
|
|
||
|
C |
Extra over excavation for hard ground |
CM |
1.5 |
|
|
|
|
|
|
|
||
|
D |
Return, fill in and ram selected red soil in excavated areas. |
CM |
2 |
|
|
|
|
|
|
|
||
|
E |
Cart away surplus materials fill up grounds, spread evenly and compact as directed, distance not exceeding 3km meters from site. |
CM |
3 |
|
|
|
|
|
|
|
||
|
F |
Keep excavations from storm water |
Item |
1 |
|
|
|
|
|
|
|
||
|
G |
Allow for plunking and strutting |
Item |
1 |
|
|
|
|
|
|
|
||
|
|
50 mm thick in-situ vibrated plain concrete mix (1:4:8) blinding under: |
|
|
||
|
|
|
|
|
||
|
H |
Column bases |
SM |
3.5 |
|
|
|
|
|
|
|
||
|
|
Total Carried to Collection |
|
|
|
|
|
G/1 |
|||||
|
Item |
Description |
Qty |
Unit |
Rate |
Amount (Ksh) |
|
|
|
|
|
||
|
|
Insitu 200mm thick Vibrated Reinforced concrete mix (1:2:4) class 20/20 |
|
|
||
|
|
|
|
|
||
|
A |
Columns bases |
CM |
1.5 |
|
|
|
|
|
|
|
||
|
B |
Columns |
CM |
4 |
|
|
|
|
|
|
|
||
|
|
Supply timber, nails and all necessary materials for and including construction, erection, treatment and later striking out sawn formwork as described to: |
|
|
||
|
|
|
|
|
||
|
C |
Vertical sides of column bases |
SM |
4 |
|
|
|
|
|
|
|
||
|
D |
Faces of columns |
SM |
21 |
|
|
|
|
|
|
|
||
|
|
Steel bars reinforcement measured net including cutting, bending, hooking, tying wire, spacers and supporting all in position as described in:- |
|
|
||
|
|
|
|
|
||
|
|
High tensile square Twisted bars to B.S. 4461 |
|
|
||
|
|
|
|
|
||
|
E |
16mm diameter |
KGS |
108 |
|
|
|
|
|
|
|
||
|
F |
8mm diameter |
KGS |
212 |
|
|
|
|
|
|
|
||
|
|
Boundary Wall Reinforcement Beam |
|
|
||
|
|
|
|
|
||
|
|
Insitu 200mm thick Vibrated Reinforced concrete mix (1:2:4) class 20/20 |
|
|
||
|
D |
Beam immediately after foundation walling |
CM |
27 |
|
|
|
|
|
|
|
||
|
|
Supply timber, nails and all necessary materials for and including construction, erection, treatment and later striking out sawn formwork as described to: |
|
|
||
|
E |
Faces of beam |
SM |
180 |
|
|
|
|
|
|
|
||
|
F |
16mm diameter |
KGS |
1885 |
|
|
|
|
|
|
|
||
|
G |
8mm diameter |
KGS |
593 |
|
|
|
|
Total Carried to Collection |
|
|
|
|
|
G/2 |
|||||
|
Item |
Description |
Qty |
Unit |
Rate |
Amount (Ksh) |
|
|
|
|
|
||
|
|
Entrance Gate |
|
|
||
|
|
|
|
|
||
|
A |
100 x 50 x 3mm RHS thick main frames with curved top member |
LM |
66 |
|
|
|
|
|
|
|
||
|
B |
30 x 30 x 2mm SHS vertical members |
LM |
128 |
|
|
|
|
|
|
|
||
|
|
Decorative Intermediate Members |
|
|
||
|
|
|
|
|
||
|
C |
30 x 30 x 2mm SHS frames |
LM |
66 |
|
|
|
|
|
|
|
||
|
D |
30 x 30 x 3mm flat bars |
LM |
98 |
|
|
|
|
|
|
|
||
|
E |
Heavy duty 75mm diameter bush hinges with 20mm thick plates welded bolted with 16mm diameter bolts and nuts in 150 x 75 x 9mm thick mild steel U-channel including lugs (m.s.) concealed in concrete columns |
NO |
8 |
|
|
|
|
|
|
|
||
|
F |
U-channel 150 x 75 x 9mm thick |
LM |
8 |
|
|
|
|
Egerton University 3D Logo and Wording |
|
|
||
|
|
|
|
|
||
|
G |
Design, installation of 3D logo using perspex and forex board mounted on aluco board and the following words (Egerton University Nakuru City Campus College) |
Item |
1 |
|
|
|
|
Grilled walls |
|
|
||
|
H |
Grilled walls infilled in 40 x 40 x 3mm RHS cross members at 500mm centres, 30 x 30 x 2mm vertical members at 250mm centres welded and ground smooth, one coat primer paint and two finishing coats gloss paint as "Crown" or equal and approved to the satisfaction of the Project Manager |
SM |
111 |
|
|
|
|
|
|
|
||
|
J |
Allow a sum of Kenya shillings four hundred thousand for extra substructure works |
Item |
1 |
|
|
|
|
Total Carried to Collection |
|
|
|
|
|
|
|
|
|
||
|
|
Collection |
|
|
||
|
|
From Page G/1 |
|
|
||
|
|
|
|
|
||
|
|
From Page G/2 |
|
|
||
|
|
|
|
|
||
|
|
From Above |
|
|
||
|
|
|
|
|
||
|
|
Total for Steel Works to Main Summary |
|
|
|
|
|
G/3 |
|||||
3. TENDER OPENING DATE
That the tender opening date and time has been changed from Friday 5th May, 2023 at 1100hrs to Tuesday 9th May, 2023 at 1100hrs.
Interested bidders are advised to strictly adhere to the addendum notice.
All other terms and conditions remain the same.
Thank you.
Head of Procurement Department
FOR VICE CHANCELLOR
