Construction for Foundation for Tower,Barbed Fencing at Chilauney , Dsite at Namgay Grand and Ahem Hotel under Pling-Package 7

• Country: Bhutan
• Summary: Construction for Foundation for Tower,Barbed Fencing at Chilauney , Dsite at Namgay Grand and Ahem Hotel under Pling-Package 7
• BTT Ref No: 81821295
• Deadline: 07 Apr 2023
• Financier: Self Financed
• Purchaser Ownership: Government
• Tender Value: BTN 591319
• Notice Type: Tender
• Document Ref. No.:
• Purchaser's Detail:
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• Description:
• Tenders are invited for Construction for Foundation for Tower,Barbed Fencing at Chilauney , Dsite at Namgay Grand and Ahem Hotel under Pling-Package 7 Submission Date: April 07 2023, 12:00 PM Opening Date: April 07 2023, 02:30 PM Total Estimated: Nu. 591,319.32/- 1 Chilauney-25m Tower Foundation 2 CG0002 Clearing jungle including uprooting of vegetation & trees of girth 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 96.25 6 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 49.2 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 1.62 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 6.38 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 654.6 10 RC0093 Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Columns, pillars, post, struts etc., sq.m 31.81 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 41.39 12 none chilauney-barbed wire, - - 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 8.85 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 3.59 15 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 547.23 16 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 3.29 17 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-with alumnium paint, kg 86.55 18 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 723.84 19 sm0005 providing & laying random rubble masonry with hard stone in foundation & plinth - in cement mortar 1:4, cu.m 3.5 20 rc0090 providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - foundation and plinth etc., sq.m 33.8 21 none namgay grand-monopole tower foundation , - - 22 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 23 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 24 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 3.2 25 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 26 rc0093 providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - columns, pillars, post, struts etc., sq.m 9.45 27 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 28 none ahem hotel-monopole tower foundation , - - 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 12.29 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 0.35 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 3.2 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 326.11 33 rc0093 providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - columns, pillars, post, struts etc., sq.m 9.45 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 total estimated: nu. 591,319.32/- emd value: nu. 12,000.00/-
• Documents:

 Tender Notice