Construction of Foundation for Tower,Barbed Fencing at Sathagri and Nimalung -Package-5 Bhutan Telecom Ltd Contract Awarded
Procurement Category: Civil
Dzongkhag/Location: Samtse
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: Cheki Wangmo 17162638.
Status: Contract Awarded
Bidding Details
Submission Date: April 21 2023, 12:00 PM
Opening Date: April 21 2023, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 20,000.00/-
Evaluation Details
Financial Evaluation: 100%
Agency Documents
| Sl | Document | Link |
|---|---|---|
| 9 | Bidding Forms | Download |
Document Prerequisites For Participation
| Sl | Document |
|---|---|
| 6 | Bid Form |
| 11 | CDB License |
| 39 | Tax Clearance |
| 50 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | Sathgari-30M Tower Foundation | |||
| 2 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 3 | CG0010 | Felling trees including cutting of trunks and branches, removal of roots, stacking of serviceable materials and disposal of rubbish within 50m lead - Girth 300 to 600mm, | each | 22.0 |
| 4 | CG0011 | Felling trees including cutting of trunks and branches, removal of roots, stacking of serviceable materials and disposal of rubbish within 50m lead - Girth 600 to 1200mm, | each | 15.0 |
| 5 | 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 | 96.25 |
| 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 | 60.47 |
| 7 | CW0008 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:4:8 (1 cement : 4 sand : 8 graded crushed stone 40 mm nominal size), | cu.m | 1.98 |
| 8 | 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 | 8.65 |
| 9 | 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 | 810.27 |
| 10 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.39 |
| 11 | 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 | 50.09 |
| 12 | None | Sathgari-Barbed Fencing, | - | - |
| 13 | 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 | 6.45 |
| 14 | 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 | 2.79 |
| 15 | SW0011 | Steel work riveted or bolted, in built up sections, trusses, frame-works, including cutting, hoisting, fixing and appl. priming coat of red lead paint - In Tees, angles and channels, | kg | 547.23 |
| 16 | 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 |
| 17 | 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 | 86.55 |
| 18 | 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 | 723.84 |
| 19 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |
| 20 | None | Nimalung-30m Tower Foundation, | - | - |
| 21 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 22 | CG0010 | Felling trees including cutting of trunks and branches, removal of roots, stacking of serviceable materials and disposal of rubbish within 50m lead - Girth 300 to 600mm, | each | 22.0 |
| 23 | CG0011 | Felling trees including cutting of trunks and branches, removal of roots, stacking of serviceable materials and disposal of rubbish within 50m lead - Girth 600 to 1200mm, | each | 15.0 |
| 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 | 96.25 |
| 25 | 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 | 60.47 |
| 26 | CW0008 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:4:8 (1 cement : 4 sand : 8 graded crushed stone 40 mm nominal size), | cu.m | 1.98 |
| 27 | 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 | 8.65 |
| 28 | 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 | 810.27 |
| 29 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.39 |
| 30 | 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 | 50.09 |
| 31 | None | Nimalung-Barbed Fencing, | - | - |
| 32 | 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 | 6.45 |
| 33 | 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 | 2.79 |
| 34 | SW0011 | Steel work riveted or bolted, in built up sections, trusses, frame-works, including cutting, hoisting, fixing and appl. priming coat of red lead paint - In Tees, angles and channels, | kg | 547.23 |
| 35 | 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 |
| 36 | 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 | 86.55 |
| 37 | 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 | 723.84 |
| 38 | 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 | TAM23030036 | March 31 2023, 02:48 PM | Submission Date changed from 2023-03-31 12:00:00 to 2023-04-07 12:00:00 | The Regional Tender Committee recommended to extend to one week as there was only one bidder. The last submission shall be on 07th April before 12pm. |
| 2 | TAM23030037 | March 31 2023, 02:49 PM | Opening Date changed from 2023-03-31 14:30:00 to 2023-04-07 14:30:00 | The Regional Tender Committee recommended to extend to one week as there was only one bidder. The opening date shall be on 07th April at 2.30pm. |
| 3 | TAM23040007 | April 07 2023, 03:13 PM | Submission Date changed from 2023-04-07 12:00:00 to 2023-04-14 12:00:00 | Regional Tender Committee recommended to extend by one week as there was only one bidder. The Last submission date shall be on 14th April at 12 pm. |
| 4 | TAM23040008 | April 07 2023, 03:14 PM | Opening Date changed from 2023-04-07 14:30:00 to 2023-04-14 14:30:00 | Regional Tender Committee recommended to extend by one week as there was only one bidder. The Opening date shall be on 14th April at 2.30 pm in conference hall,Phuentsholing. |
| 5 | TAM23040049 | April 14 2023, 02:53 PM | Submission Date changed from 2023-04-14 12:00:00 to 2023-04-21 12:00:00 | Regional Tender Committee recommended to extend by one week as there was only two bidder. The Last submission date shall be on 21st April at 12 pm. |
| 6 | TAM23040051 | April 14 2023, 02:56 PM | Opening Date changed from 2023-04-14 14:30:00 to 2023-04-21 14:30:00 | Regional Tender Committee recommended to extend by one week as there was only two bidder. The Opening date shall be on 21st April at 2.30 pm in conference hall,Phuentsholing. |