Construction of foundation for Tower, solar, Deg Platform and Shed under Dagapela Bhutan Telecom Ltd Live Participate
Procurement Category: Civil
Dzongkhag/Location: Dagana
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: Tashi Wangdi 17113305
Status: Live
Bidding Details
Submission Date: January 03 2025, 12:00 PM
Opening Date: January 03 2025, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 21,300.00/-
Evaluation Details
Financial Evaluation: 100%
Document Prerequisites For Participation
| Sl | Document |
|---|---|
| 1 | Bid Submission Form |
| 2 | Integrity Pact Document |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | DEG Platform & Shed at Gayserling (Dagapela) | |||
| 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 | 1.91 |
| 3 | 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 | 3.8 |
| 4 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 0.62 |
| 5 | 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 | 0.62 |
| 6 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 10.1 |
| 7 | 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 | 212.09 |
| 8 | 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 | 18.0 |
| 9 | None | 25 mtrs tower foundation at Bartsha, | - | - |
| 10 | CG0001 | Clearing grass including removal of rubbish within 50m of site, | sq.m | 400.0 |
| 11 | 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 | 50.0 |
| 12 | 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 | 127.2 |
| 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 | 76.0 |
| 14 | CW0009 | 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 50 mm nominal size), | cu.m | 2.43 |
| 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 | 0.9 |
| 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 | 10.3 |
| 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 | 860.2 |
| 18 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 38.14 |
| 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 | 63.9 |
| 20 | None | Barbed wire fencing ( 10 decimal), | - | - |
| 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 | 2.87 |
| 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 | 2.87 |
| 23 | 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 | 686.23 |
| 24 | 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 | 1042.58 |
| 25 | 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 | 3.6 |
| 26 | None | Solar foundation (HUAWEI) 4 Sets, | - | - |
| 27 | 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 |
| 28 | 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 | 13.2 |
| 29 | 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 | 0.66 |
| 30 | 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 | 3.25 |
| 31 | 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 | 156.09 |
| 32 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 22.32 |
| 33 | 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 | 10.19 |
| 34 | None | DEG PLATFORM & SHED AT Pangserthang, | - | - |
| 35 | 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 | 1.91 |
| 36 | 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 | 3.8 |
| 37 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 0.62 |
| 38 | 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 | 0.62 |
| 39 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 10.1 |
| 40 | 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 | 212.09 |
| 41 | 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 | 18.0 |
| 42 | None | Solar foundation at Susigang (Augmentation) 2 sets, | - | - |
| 43 | 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 | 120.0 |
| 44 | 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 | 1.6 |
| 45 | 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 | 1.79 |
| 46 | 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 | 110.53 |
| 47 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 17.92 |
| 48 | 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 | 0.58 |
| 49 | None | Solar foundation at Tanabji (Augmentation) 2 sets, | - | - |
| 50 | 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 | 120.0 |
| 51 | 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 | 3.2 |
| 52 | 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 | 3.58 |
| 53 | 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 | 221.07 |
| 54 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.84 |
| 55 | 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 | 1.15 |
| 56 | None | Solar foundation at Namchela (Augmentation 4 sets), | - | - |
| 57 | 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 | 158.0 |
| 58 | 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 | 3.2 |
| 59 | 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 | 3.58 |
| 60 | 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 | 221.07 |
| 61 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 35.84 |
| 62 | 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 | 1.15 |