Construction of 40m, 30M, 25m & 15m tower foundation & chainlink fencing under Paro PC Bhutan Telecom Ltd Live Participate
Procurement Category: Civil
Dzongkhag/Location: Paro
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. 76,000.00/-
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 | Construction of 40 m tower foundation at Nemjo, Paro | |||
| 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 | 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 | 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 | 450.0 |
| 6 | EW0032 | 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 - Ordinary rock with or without blasting, | cu.m | 47.2 |
| 7 | 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 | 139.3 |
| 8 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 8.9 |
| 9 | 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 | 10.45 |
| 10 | 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 | 25.31 |
| 11 | 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 | 2180.0 |
| 12 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 79.2 |
| 13 | 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 | 36.0 |
| 14 | None | Construction of 30 m Tower foundation at Druk Seed, Paro, | - | - |
| 15 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 16 | 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 |
| 17 | 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 |
| 18 | EW0032 | 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 - Ordinary rock with or without blasting, | cu.m | 16.25 |
| 19 | 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 |
| 20 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 3.78 |
| 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 | 9.75 |
| 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 | 10.91 |
| 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 | 1200.0 |
| 24 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 43.38 |
| 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 | 22.5 |
| 26 | None | Construction of 25 m 4 legged foundation Tsendona,Paro, | - | - |
| 27 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 28 | 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 |
| 29 | 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 | 500.0 |
| 30 | EW0032 | 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 - Ordinary rock with or without blasting, | cu.m | 250.0 |
| 31 | 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 | 93.31 |
| 32 | 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 | 10.69 |
| 33 | 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 | 22.03 |
| 34 | 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 | 1160.0 |
| 35 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 63.2 |
| 36 | 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 | 62.56 |
| 37 | None | chain link fencing at Tsendona, | - | - |
| 38 | EW0001 | Surface dressing of ground, including removal of vegetations and inequalities < 150mm deep, disposal of rubbish within 50m lead and 1.5m lifts - Ordinary Soil, | sq.m | 75.0 |
| 39 | EW0105 | 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 - Ordinary Soil, | cu.m | 42.0 |
| 40 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 5.63 |
| 41 | SM0005 | Providing & laying Random Rubble Masonry with hard stone in foundation & plinth - In cement mortar 1:4, | cu.m | 13.86 |
| 42 | 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 | 8.7 |
| 43 | SW0003 | Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In Tees, angles and channels, | kg | 1270.44 |
| 44 | 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 | 9.0 |
| 45 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 99.0 |
| 46 | RW0213 | 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 | 135.0 |
| 47 | None | Gate, | - | - |
| 48 | RW0016 | Earthwork in Excavation in foundation trenches or drains including dressing of sides and ramming of bottom, disposal of surplus excavated soil within 50m lead - Hard Soil, | cu.m | 0.78 |
| 49 | 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 | 0.5 |
| 50 | 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 | 120.0 |
| 51 | RW0213 | 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 | 3.4 |
| 52 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 2.52 |
| 53 | SW00044 | Providing & fixing anodised aluminium tower bolt (barrel type) with aluminium screws etc. complete200mm both side, | each | 1.0 |
| 54 | None | Construction of 15m 3 legged tower at Chelela, | - | - |
| 55 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 56 | 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 | 250.0 |
| 57 | EW0032 | 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 - Ordinary rock with or without blasting, | cu.m | 250.0 |
| 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 | 81.0 |
| 59 | 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 | 6.8 |
| 60 | 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 | 6.09 |
| 61 | 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 | 900.0 |
| 62 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 30.71 |
| 63 | 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 | 33.72 |