Construction of approach road to Samtse staff quarter Bhutan Telecom Ltd Being processed
Procurement Category: Civil
Dzongkhag/Location: Samtse
Goods/Services/Work Type: CON-W3-Building, Irrigation, Drainage, Flood Control, Water Supply and Sewerage (Small)
Procurement Method: Open Tendering
Annual Procurement Plan: 2024
Bidding Process: Single Stage Bidding - Single Envelope
Contact Details: Civil section SWR Phuntsholing
Status: Being processed
Bidding Details
Submission Date: March 25 2024, 12:00 PM
Opening Date: March 25 2024, 02:00 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 56,000.00/-
Evaluation Details
Financial Evaluation: 100%
Agency Documents
| Sl | Document | Link |
|---|---|---|
| 1 | Form of bid | Download |
| 2 | Integrity Pact Document | Download |
| 3 | RFP | Download |
| 4 | Drawings | Download |
Document Prerequisites For Participation
| Sl | Document |
|---|---|
| 6 | Bid Form |
| 14 | CDB License |
| 37 | Integrity Pact Document |
| 49 | Tax Clearance |
| 62 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | Construction of approach road to Samtse staff quarter | |||
| 2 | RW0121 | Preparation of sub grade with proper camber by excavating earth to depth equal to pavement thickness, consolidation with roller, disposal of surplus earth up to 50m - All kinds of soil, | cu.m | 299.0 |
| 3 | SM0072 | Providing and laying Hand packed stone filling or soling with stones, | cu.m | 299.0 |
| 4 | RW0130 | Providing and laying Granular sub-base course (GSB) to required degree of compaction with proper formation of cross fall using motor grader for laying and compacted to required density as per material gradation and aggregate quality specified, | cu.m | 199.3 |
| 5 | RW0131 | Providing and laying wet mix macadam graded aggregate -base course to required degree of compaction with proper, - formation of cross fall by using well graded crushed, -aggregates premixed with OMC using suitable mixer, motor, -grader as per material gradation and a aggregates quality, -specified, | cu.m | 49.8 |
| 6 | RW0145 | Scarifying metalled (water bound) road surface disposal of rubbish up to 50m and consolidation of the aggregate received from scarifying, | sq.m | 996.6 |
| 7 | RW0132 | Providing and Laying Dense Bituminous Macadam ( DBM) to required degree of compaction based on mixture design ( job mix formula) approved by the supervising engineer including preparation of surface with road broom, application of prime coat @ 0.75 kg/sq.m by mechanized method using asphalt plant, paver, steel roller, tyre roller etc. complete - 50mm, | sq.m | 996.6 |
| 8 | RW0152 | Painting two coats with bitumen emulsion (coat 1 - 12 kg emulsion and 0.1 cu.m, 12 mm aggregates per 10 sq.m, coat 2 - 1.6 kg emulsion 0.06 cu.m, 10 mm aggregates per 10 sq.m) complete - Mechanized, | sq.m | 996.6 |
| 9 | RW0157 | Providing seal coat with bitumen emulsion - Using 1.3 kg of emulsion and 0.80 cu.m stone aggregate of 10mm per 10 sq.m of road surface complete, | sq.m | 996.6 |
| 10 | RW0120 | Providing and laying Hammer dressed stone edging 150 x 250 mm with stones including excavation, refilling and disposal of surplus earth within 30 m lead, | m | 301.5 |
| 11 | RW0107 | Construction of V-shaped stone pitched drain including excavation, levelling and disposal of surplus earth within 50m - depth 300 mm and width 450 mm, including shuttering and centering complete as per the instructions of the site engineer. , | m | 96.35 |
| 12 | 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 for all leads and lift - Hard Soil, | cu.m | 26.16 |
| 13 | CW0008 | Providing and laying in position plain cement concrete including 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 | 6.54 |
| 14 | BW0001 | Providing & laying Second-Class Brick work in Foundation & Plinth - In cement mortar 1:3, | cu.m | 58.86 |
| 15 | 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 | 31.39 |
| 16 | RC0002 | Providing & laying in position reinforced cement concrete including 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 | 1.75 |
| 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 | 432.25 |
| 18 | PL0020 | Providing & laying 12mm cement plaster - C.M 1:3, | sq.m | 38.4 |