Construction of Tower, Shelter and fencing at Shaba and Nakha as Package 2 Bhutan Telecom Ltd Cancelled
Procurement Category: Civil
Dzongkhag/Location: Haa
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 | | pema.wangdi2573@bt.bt Bhutan Telecom Ltd: www.bt.bt
Status: Cancelled
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. 27,000.00/-
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 |
| 31 | Integrity Pact Document |
| 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 Shaba | |||
| 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 | Shelter, | - | - |
| 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 | 12.96 |
| 15 | CW0005 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size, | cu.m | 0.648 |
| 16 | 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 | 3.36 |
| 17 | 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 | 379.3968 |
| 18 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 18.36 |
| 19 | 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 | 1.98 |
| 20 | None | Barbed wire Fencing, | - | - |
| 21 | 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 |
| 22 | 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 |
| 23 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 600.0 |
| 24 | 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 |
| 25 | 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 | 130.0 |
| 26 | 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 | 900.0 |
| 27 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |
| 28 | None | 30 M tower at Nakha, | - | - |
| 29 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 30 | 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 |
| 31 | 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 |
| 32 | 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 |
| 33 | 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 |
| 34 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 2.813 |
| 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 | 1.875 |
| 36 | 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 |
| 37 | 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 |
| 38 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.46 |
| 39 | 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 |
| 40 | 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 |
| 41 | None | Shelter, | - | - |
| 42 | 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 | 12.96 |
| 43 | CW0005 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size, | cu.m | 0.648 |
| 44 | 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 | 3.36 |
| 45 | 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 | 379.3968 |
| 46 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 18.36 |
| 47 | 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 | 1.98 |
| 48 | None | Babrbed wire fencing, | - | - |
| 49 | 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 |
| 50 | 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 |
| 51 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 600.0 |
| 52 | 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 |
| 53 | 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 | 130.0 |
| 54 | 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 | 900.0 |
| 55 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 32.2 |