Construction of 15m monopole foundation under Thimphu PC Bhutan Telecom Ltd Live Participate
Procurement Category: Civil
Dzongkhag/Location: Thimphu
Goods/Services/Work Type: CON-W4-Power and Telecommunications Works (Small)
Procurement Method: Open Tendering
Annual Procurement Plan: 2025
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: Live
Bidding Details
Submission Date: January 08 2025, 12:30 PM
Opening Date: January 08 2025, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 18,000.00/-
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 |
|---|---|
| 7 | Bid Form |
| 16 | CDB License |
| 44 | Integrity Pact Document |
| 56 | Tax Clearance |
| 76 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | 15m monoopole foundation at Above rinchen School | |||
| 2 | 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 | 15.14 |
| 3 | 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 | 0.73 |
| 4 | 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 | 4.18 |
| 5 | 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 | 485.83 |
| 6 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 7 | 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 | 9.03 |
| 8 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium for cabinet stand, | kg | 65.0 |
| 9 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 10 | None | changdiphu Grid Apartment , | - | - |
| 11 | 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 | 15.14 |
| 12 | 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 | 0.73 |
| 13 | 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 | 4.18 |
| 14 | 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 | 485.83 |
| 15 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 16 | 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 | 9.03 |
| 17 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 18 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 19 | None | Dochula REsort, | - | - |
| 20 | 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 | 15.14 |
| 21 | 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 | 0.73 |
| 22 | 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 | 4.18 |
| 23 | 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 | 485.83 |
| 24 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 25 | 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 | 9.03 |
| 26 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 27 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 28 | None | Fly over Bridge, | - | - |
| 29 | 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 | 15.14 |
| 30 | 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 | 0.73 |
| 31 | 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 | 4.18 |
| 32 | 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 | 485.83 |
| 33 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 34 | 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 | 9.03 |
| 35 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 36 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 37 | None | Jangdikha, | - | - |
| 38 | 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 | 15.14 |
| 39 | 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 | 0.73 |
| 40 | 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 | 4.18 |
| 41 | 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 | 485.83 |
| 42 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 43 | 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 | 9.03 |
| 44 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 45 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 46 | None | Rinchen kuenphen school, | - | - |
| 47 | 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 | 15.14 |
| 48 | 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 | 0.73 |
| 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 | 4.18 |
| 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 | 485.83 |
| 51 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 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 | 9.03 |
| 53 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 54 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 55 | None | Simtokha, | - | - |
| 56 | 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 | 15.14 |
| 57 | 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 | 0.73 |
| 58 | 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 | 4.18 |
| 59 | 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 | 485.83 |
| 60 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 61 | 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 | 9.03 |
| 62 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 63 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |
| 64 | None | Talakha VVIP, | - | - |
| 65 | 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 | 15.14 |
| 66 | 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 | 0.73 |
| 67 | 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 | 4.18 |
| 68 | 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 | 485.83 |
| 69 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 39.45 |
| 70 | 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 | 9.03 |
| 71 | SW00449 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels - Ms angles 50X50X5mm-need to be paint with aluminium , | kg | 65.0 |
| 72 | Services00467 | P/laying 25 mm HDPE for water drain out , | each | 1.0 |