Tower, Shelter, Chain Link fencing works under Tashigang- Package 4 Bhutan Telecom Ltd Contract Awarded
Procurement Category: Civil
Dzongkhag/Location: Trashigang
Goods/Services/Work Type: CON-W4-Power and Telecommunications Works (Small)
Procurement Method: Open Tendering
Annual Procurement Plan: 2022
Bidding Process: Single Stage Bidding - Single Envelope
Contact Details: Civil Engineer Eastern Region Contact No: 343434 (Ext-5003)/ 17162638 Email: cheki.wangmo@bt.bt
Status: Contract Awarded
Bidding Details
Submission Date: March 07 2022, 05:00 PM
Opening Date: March 08 2022, 02:00 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 41,500.00/-
Evaluation Details
Financial Evaluation: 100%
Agency Documents
| Sl | Document | Link |
|---|---|---|
| 20 | Bid Form | Download |
Document Prerequisites For Participation
| Sl | Document |
|---|---|
| 3 | Bid Security (Scan Copy), Submit Original to PSD/RSD |
| 6 | CDB License |
| 15 | Integrity Pact Document |
| 21 | Tax Clearance |
| 24 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | TOWER FOUNDATION WORKS AT BARGOENPA, TASHIGANG | |||
| 2 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 196.0 |
| 3 | 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 |
| 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 | 375.0 |
| 5 | 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 | 37.5 |
| 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 | 24.0 |
| 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 | 1.59 |
| 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 | 7.36 |
| 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 | 753.67 |
| 10 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 36.99 |
| 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 | 41.21 |
| 12 | SHELTER FOUNDATION WORKS AT BARGOENPA, TASHIGANG, | - | - | |
| 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 | 17.64 |
| 14 | 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 | 0.82 |
| 15 | 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 | 3.17 |
| 16 | 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 | 312.6 |
| 17 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 20.16 |
| 18 | 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 | 17.64 |
| 19 | CHAIN LINK WIREMESH FENCING AT BARGOENPA, TASHIGANG, | - | - | |
| 20 | 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 | 15.62 |
| 21 | 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 | 4.26 |
| 22 | SM0005 | Providing & laying Random Rubble Masonry with hard stone in foundation & plinth - In cement mortar 1:4, | cu.m | 46.16 |
| 23 | SW00418 | Steel work riveted or bolted, in built up sections, trusses, frame-works, including cutting, hoisting, fixing and appl. Priming coat of red lead paint and ALUMINIUM PAINT-COMPLTE, | kg | 946.57 |
| 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 | 100.8 |
| 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 | 134.57 |
| 26 | CW0011 | Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:5:10 (1 cement : 5 sand : 10 graded crushed stone 40 mm nominal size), | cu.m | 2.4 |
| 27 | 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 |
| 28 | 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 | 30.8 |
| 29 | RC0090 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc., | sq.m | 26.48 |
| 30 | SHELTER FOUNDATION WORKS AT YELCHEN, TASHIGANG, | - | - | |
| 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 | 17.64 |
| 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 | 0.82 |
| 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 | 3.17 |
| 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 | 312.6 |
| 35 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 20.16 |
| 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 | 17.64 |
| 37 | TOWER FOUNDATION WORKS AT AWANGJEPHU, TASHIGANG, | - | - | |
| 38 | DD0003 | Demolishing reinforced concrete, including stacking steel bars and disposal of rubbish within 50m lead, | cu.m | 9.104 |
| 39 | CG0002 | Clearing jungle including uprooting of vegetation & trees of girth < 300mm & disposal within 50m of the site, | sq.m | 400.0 |
| 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 | 3.0 |
| 41 | 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 | 92.4 |
| 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 | 56.25 |
| 43 | 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 | 1.59 |
| 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 | 6.16 |
| 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 | 554.45 |
| 46 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 34.98 |
| 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 | 42.85 |
| 48 | MONOPOLE TOWER FOUNDATION WORKS AT TTI, RANGJUNG, | - | - | |
| 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 | 12.29 |
| 50 | 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 | 0.35 |
| 51 | RC0006 | Providing & laying in position reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses, piers, abutments etc. upto floor five level excluding the cost of centering, shuttering and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 3.2 |
| 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 | 326.11 |
| 53 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 9.45 |
| 54 | 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 |
| 55 | MONOPOLE TOWER FOUNDATION WORKS AT MERAK, TASHIGANG, | - | - | |
| 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 | 12.29 |
| 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 | 0.35 |
| 58 | RC0006 | Providing & laying in position reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses, piers, abutments etc. upto floor five level excluding the cost of centering, shuttering and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 3.2 |
| 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 | 326.11 |
| 60 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 9.45 |
| 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 | MONOPOLE TOWER FOUNDATION WORKS AT TOWN, TASHIGANG, | - | - | |
| 63 | 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 | 12.29 |
| 64 | 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 | 0.35 |
| 65 | RC0006 | Providing & laying in position reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses, piers, abutments etc. upto floor five level excluding the cost of centering, shuttering and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size), | cu.m | 3.2 |
| 66 | 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 | 326.11 |
| 67 | RC0093 | Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., | sq.m | 9.45 |
| 68 | 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 |
Amendment Details
| Sl | ID | Date | Details | Remarks |
|---|---|---|---|---|
| 1 | TAM22020021 | February 11 2022, 03:40 PM | Submission Date changed from 2022-02-10 17:00:00 to 2022-02-17 17:00:00 | Tender Committee recommended to extend to one week as there was only one Bidder .Last submission shall be on 17th Feb,2021 before 5pm and Opening of Tender is on 18 Feb,2 pm. |
| 2 | TAM22020022 | February 11 2022, 03:40 PM | Opening Date changed from 2022-02-11 14:00:00 to 2022-02-18 14:00:00 | Tender Committee recommended to extend to one week as there was only one Bidder .Last submission shall be on 17th Feb,2021 before 5pm and Opening of Tender is on 18 Feb,2 pm. |
| 3 | TAM22020045 | February 18 2022, 03:08 PM | Submission Date changed from 2022-02-17 17:00:00 to 2022-02-24 17:00:00 | BTL Tender Committee recommended to extend till one week as there was only two bidder .Submission date shall be on 24th February before 5 pm and Opening date shall be on 25th February ,2 pm in Conference hall,Thimphu. |
| 4 | TAM22020055 | February 18 2022, 04:20 PM | Opening Date changed from 2022-02-18 14:00:00 to 2022-02-25 14:00:00 | BTL Tender Committee recommended to extend the tender till one week as there was only two bidder. |
| 5 | TAM22020062 | February 25 2022, 03:57 PM | Submission Date changed from 2022-02-24 17:00:00 to 2022-03-06 17:00:00 | BT Tender Committee recommended to extend till 07th March as there was only two bidder. |
| 6 | TAM22020063 | February 25 2022, 03:58 PM | Opening Date changed from 2022-02-25 14:00:00 to 2022-03-07 14:00:00 | BT Tender Committee recommended to extend till 07th March as there was only two bidder. |
| 7 | TAM22020064 | February 25 2022, 03:59 PM | Submission Date changed from 2022-03-06 17:00:00 to 2022-03-06 17:00:00 | BT Tender Committee recommended to extend till 07th March as there was only two bidder. |
| 8 | TAM22020071 | February 25 2022, 06:49 PM | Submission Date changed from 2022-03-06 17:00:00 to 2022-03-07 17:00:00 | BT Tender Committee recommended to extend till 07th March as there was only two bidder. |
| 9 | TAM22020072 | February 25 2022, 06:49 PM | Opening Date changed from 2022-03-07 14:00:00 to 2022-03-08 14:00:00 | BT Tender Committee recommended to extend till 07th March as there was only two bidder. |