Construction of Tower , Shelter and fencing at Gogana, Tomla and Tsengeypokto as PAckage 2 under wangdi Bhutan Telecom Ltd Contract Awarded
Procurement Category: Civil
Dzongkhag/Location: Wangdue
Goods/Services/Work Type: CON-W4-Power and Telecommunications Works (Small)
Procurement Method: Open Tendering
Annual Procurement Plan: 2023
Bidding Process: Single Stage Bidding - Single Envelope
Contact Details: Pema Wangdi (Mr.) Civil Engineering Section, Western Region, BTL. Tel: +975 2 343434 Ext. 4027 | Mob: +975 17141880| pema.wangdi2573@bt.bt Bhutan Telecom Ltd: www.bt.bt
Status: Contract Awarded
Bidding Details
Submission Date: April 06 2023, 05:00 PM
Opening Date: April 07 2023, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 37,500.00/-
Evaluation Details
Financial Evaluation: 100%
Agency Documents
Sl | Document | Link |
---|---|---|
1 | Bid Form | Download |
2 | Integrity Pact Document | Download |
3 | RFP | Download |
4 | Drawings | Download |
Document Prerequisites For Participation
Sl | Document |
---|---|
6 | Bid Form |
11 | CDB License |
38 | Tax Clearance |
49 | Trade License |
Tender Items(BOQ/BOM)
Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
---|---|---|---|---|
1 | 30 M tower at Tomla | |||
2 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
3 | EW0002 | Surface dressing of ground, including removal of vegetations and inequalities < 150mm deep, disposal of rubbish within 50m lead and 1.5m lifts - Hard Soil, | sq.m | 400.0 |
4 | EW0031 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard Soil, | cu.m | 450.0 |
5 | EW0034 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard rock requiring chiselling (where blasting is prohibited), | cu.m | 16.25 |
6 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 81.0 |
7 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 2.813 |
8 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 1.875 |
9 | RC0002 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 8.656 |
10 | RC0083 | Providing & fixing Thermo-Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending, binding and placing in position complete, | kg | 800.0 |
11 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.46 |
12 | EW0195 | Filling of trenches, sides of foundations etc. in layers <200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m, | cu.m | 22.5 |
13 | None | barbed wire fencing, | - | - |
14 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 5.4 |
15 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 2.41 |
16 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 650.0 |
17 | RW0209 | Providing & fixing G.I chain-link mesh including fixing of post or struts, G.I staples (excluding the cost of posts/struts, earthwork, concrete etc.) - 4mm (8 SWG) x 50mm, | sq.m | 3.29 |
18 | SW0021 | Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and appl. priming coat of red - In Tees, angles and channels, | kg | 230.0 |
19 | RW0202 | Providing & fixing G.I barbed Wire Netting including fixing of post or struts, G.I staples, coal tarring in case of ballies complete (posts/struts, earthwork, concrete paid separately) - 2.5mm , (12 SWG), 4 barbs form by twisting two point wires, each two turns, pitch of barbs 75mm, | m | 920.0 |
20 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |
21 | None | 30 M Gogana, | - | - |
22 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
23 | EW0002 | Surface dressing of ground, including removal of vegetations and inequalities < 150mm deep, disposal of rubbish within 50m lead and 1.5m lifts - Hard Soil, | sq.m | 400.0 |
24 | EW0031 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard Soil, | cu.m | 450.0 |
25 | EW0034 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard rock requiring chiselling (where blasting is prohibited), | cu.m | 16.25 |
26 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 81.0 |
27 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 2.813 |
28 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 1.875 |
29 | RC0002 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 8.656 |
30 | RC0083 | Providing & fixing Thermo-Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending, binding and placing in position complete, | kg | 800.0 |
31 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.46 |
32 | EW0195 | Filling of trenches, sides of foundations etc. in layers <200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m, | cu.m | 22.5 |
33 | None | barbed wire fencing, | - | - |
34 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 5.4 |
35 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 2.41 |
36 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 650.0 |
37 | RW0209 | Providing & fixing G.I chain-link mesh including fixing of post or struts, G.I staples (excluding the cost of posts/struts, earthwork, concrete etc.) - 4mm (8 SWG) x 50mm, | sq.m | 3.29 |
38 | SW0021 | Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and appl. priming coat of red - In Tees, angles and channels, | kg | 200.0 |
39 | RW0202 | Providing & fixing G.I barbed Wire Netting including fixing of post or struts, G.I staples, coal tarring in case of ballies complete (posts/struts, earthwork, concrete paid separately) - 2.5mm , (12 SWG), 4 barbs form by twisting two point wires, each two turns, pitch of barbs 75mm, | m | 920.0 |
40 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |
41 | None | 30 m Tower at tsengeypokto, | - | - |
42 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
43 | EW0002 | Surface dressing of ground, including removal of vegetations and inequalities < 150mm deep, disposal of rubbish within 50m lead and 1.5m lifts - Hard Soil, | sq.m | 400.0 |
44 | EW0031 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard Soil, | cu.m | 450.0 |
45 | EW0034 | Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed - Hard rock requiring chiselling (where blasting is prohibited), | cu.m | 16.25 |
46 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 81.0 |
47 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 2.81 |
48 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 1.88 |
49 | RC0002 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 8.66 |
50 | RC0083 | Providing & fixing Thermo-Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending, binding and placing in position complete, | kg | 800.0 |
51 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.46 |
52 | EW0195 | Filling of trenches, sides of foundations etc. in layers <200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m, | cu.m | 22.55 |
53 | None | Barbed wire fencing, | - | - |
54 | EW0106 | Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lif - Hard Soil, | cu.m | 5.4 |
55 | CW0003 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:2:4 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size, | cu.m | 2.41 |
56 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 650.0 |
57 | RW0209 | Providing & fixing G.I chain-link mesh including fixing of post or struts, G.I staples (excluding the cost of posts/struts, earthwork, concrete etc.) - 4mm (8 SWG) x 50mm, | sq.m | 3.29 |
58 | SW0021 | Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and appl. priming coat of red - In Tees, angles and channels, | kg | 200.0 |
59 | RW0202 | Providing & fixing G.I barbed Wire Netting including fixing of post or struts, G.I staples, coal tarring in case of ballies complete (posts/struts, earthwork, concrete paid separately) - 2.5mm , (12 SWG), 4 barbs form by twisting two point wires, each two turns, pitch of barbs 75mm, | m | 920.0 |
60 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |
Amendment Details
Sl | ID | Date | Details | Remarks |
---|---|---|---|---|
1 | TAM23030017 | March 22 2023, 04:19 PM | Total Estimated changed from 2124166.77 to 1864270.11 | As instructed by management, change in scope of work |
2 | TAM23030018 | March 22 2023, 04:20 PM | EMD Value changed from 45000 to 37500 | As instructed by management, change in scope of work |