Construction of 35m tower foundation, solar, fencing, Dg shelter, Solar augmentation as package 1 Bhutan Telecom Ltd Live Participate
Procurement Category: Civil
Dzongkhag/Location: Lhuentse
Goods/Services/Work Type: CON-W4-Power and Telecommunications Works (Small)
Procurement Method: Open Tendering
Annual Procurement Plan: 2026
Bidding Process: Single Stage Bidding - Single Envelope
Contact Details: Sonam Zangpo Civil Engineer Bhutan Telecom Limited,Samdrup Jongkhar 17123370
Status: Live
Bidding Details
Submission Date: April 14 2026, 12:30 PM
Opening Date: April 14 2026, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 32,000.00/-
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 |
|---|---|
| 13 | Bid Form |
| 22 | CDB License |
| 65 | Integrity Pact Document |
| 82 | Tax Clearance |
| 111 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | 35m tower foundation at Karphu | |||
| 2 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 420.5 |
| 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 | 9.0 |
| 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 | 10.0 |
| 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 | 144.0 |
| 6 | EW0107 | 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 lift - Ordinary rock with or without blasting, | cu.m | 81.0 |
| 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 | 81.0 |
| 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 | 2.52 |
| 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 | 1111.57 |
| 10 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 48.16 |
| 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 | 65.99 |
| 12 | None | cabinet base at Karphu, | - | - |
| 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 | 1.35 |
| 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 | 1.94 |
| 15 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 7.2 |
| 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 | 0.49 |
| 17 | None | Chain link wire mesh fencing at Karphu, | - | - |
| 18 | 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 | 22.1 |
| 19 | SM0070 | Providing and laying Hammer dressed dry stone soling, | cu.m | 5.1 |
| 20 | 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 | 8.81 |
| 21 | SM0005 | Providing & laying Random Rubble Masonry with hard stone in foundation & plinth - In cement mortar 1:4, | cu.m | 20.94 |
| 22 | 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 | 1329.36 |
| 23 | 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 | 153.0 |
| 24 | 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 | 110.45 |
| 25 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 48.2 |
| 26 | None | Solar foundation at Karphu, | - | - |
| 27 | 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 | 9.54 |
| 28 | 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 | 0.75 |
| 29 | RC0001 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size), | cu.m | 3.25 |
| 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 | 189.42 |
| 31 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 28.38 |
| 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 | 8.84 |
| 33 | None | Dg shed at Lhuntse PC, | - | - |
| 34 | DD0003 | Demolishing reinforced concrete, including stacking steel bars and disposal of rubbish within 50m lead, | cu.m | 0.54 |
| 35 | DD0001 | Demolishing cement concrete 1:3:6 & richer, including disposal of materials within 50m lead, | cu.m | 0.6 |
| 36 | DD0045 | Dismantling G.I sheets including ridges, hips, valleys, gutters & stacking materials within 50m lead, | sq.m | 13.2 |
| 37 | 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 | 6.55 |
| 38 | SM0070 | Providing and laying Hammer dressed dry stone soling, | cu.m | 1.2 |
| 39 | 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 | 0.71 |
| 40 | RC0003 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:2:4 (1 cement : 2 sand : 4 graded crushed rock 20 mm nominal size), | cu.m | 2.63 |
| 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 | 119.91 |
| 42 | 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 | 170.61 |
| 43 | RF0003 | Providing & fixing Pre Painted Steel Corrugated Roofing sheets, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and trusses., | sq.m | 13.72 |
| 44 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 3.6 |
| 45 | PT0055 | Providing and applying finishing coats - Aluminium paint, two coats on new work, | sq.m | 4.84 |
| 46 | None | DG shed at Kakaling, | - | - |
| 47 | DD0045 | Dismantling G.I sheets including ridges, hips, valleys, gutters & stacking materials within 50m lead, | sq.m | 13.2 |
| 48 | 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 | 6.55 |
| 49 | SM0070 | Providing and laying Hammer dressed dry stone soling, | cu.m | 1.2 |
| 50 | 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 | 0.71 |
| 51 | RC0003 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:2:4 (1 cement : 2 sand : 4 graded crushed rock 20 mm nominal size), | cu.m | 2.63 |
| 52 | 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 | 119.91 |
| 53 | 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 | 170.61 |
| 54 | RF0003 | Providing & fixing Pre Painted Steel Corrugated Roofing sheets, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and trusses., | sq.m | 13.72 |
| 55 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 3.6 |
| 56 | PT0055 | Providing and applying finishing coats - Aluminium paint, two coats on new work, | sq.m | 4.84 |
| 57 | None | Solar augumentation at Murmur, | - | - |
| 58 | 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 | 24.0 |
| 59 | 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 | 9.54 |
| 60 | 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 | 0.56 |
| 61 | RC0001 | Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size), | cu.m | 2.44 |
| 62 | 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 | 135.59 |
| 63 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 20.66 |
| 64 | 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 | 6.63 |