Construction of 50m x 20m x 5m steel Structure Natural Resource Development Corporation Limited Amendment Issued Participate
Procurement Category: Civil
Dzongkhag/Location: Thimphu
Goods/Services/Work Type: CON-W3-Building, Irrigation, Drainage, Flood Control, Water Supply and Sewerage (Medium)
Procurement Method: Open Tendering
Annual Procurement Plan: 2026
Bidding Process: Single Stage Bidding - Single Envelope
Contact Details: Bishal Subba / Sangay Leythro 17940403 / 17945514
Status: Amendment Issued
Bidding Details
Submission Date: January 21 2026, 05:00 PM
Opening Date: January 22 2026, 02:30 PM
Prebid Date: None
Prebid Place: None
Earnest Money Deposit Details
EMD Type: Lumpsum
EMD Value: Nu. 238,714.00/-
Evaluation Details
Technical Evaluation: 30%
Financial Evaluation: 70%
Minimum Technical Score Required: 70.0
Agency Documents
| Sl | Document | Link |
|---|---|---|
| 1 | Bid Data Sheet | Download |
| 2 | Bid Submission Form | Download |
| 3 | Bill of Quantities | Download |
| 4 | BOQ in Excel Format | Download |
| 5 | Drawings | Download |
| 6 | Evaluation Criteria | Download |
| 7 | General Conditions of Contract (GCC) | Download |
| 8 | Integrity Pact Document | Download |
| 9 | Special Conditions of the Contract (SCC) | Download |
| 10 | Standard Bidding Document | Download |
Document Prerequisites For Participation
| Sl | Document |
|---|---|
| 1 | Bid Submission Form |
| 2 | CDB License |
| 3 | Credit Line |
| 4 | Equipment Documents |
| 5 | Integrity Pact Document |
| 6 | Manpower Documents |
| 7 | Tax Clearance |
| 8 | Trade License |
Tender Items(BOQ/BOM)
| Sl | Item Code | Item Name, Additional Description/Specifications |
UoM | Qty |
|---|---|---|---|---|
| 1 | CG0001 |
Clearing grass including removal of rubbish within 50m of site,
Footing |
sq.m | 2310.0 |
| 2 | EW0002 |
Surface dressing of ground, including removal of vegetations and inequalities < 150mm deep, disposal of rubbish within 50m lead and 1.5m lifts in all types of soil,
Footing |
sq.m | 2310.0 |
| 3 | EW0031 |
Earthwork 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. All types of soil,
Footing |
cu.m | 1650.0 |
| 4 | SM0072 |
Providing and laying Hand packed stone filling or soling with stones,
Footing |
cu.m | 32.67 |
| 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),
Footing |
cu.m | 16.99 |
| 6 | RC0090 |
Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc.,
Footing |
sq.m | 174.24 |
| 7 | 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,
Footing |
kg | 4818.49 |
| 8 | RC0001 |
Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size),
Footing |
cu.m | 81.8 |
| 9 | RC0090 |
Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc.,
Pedestal |
sq.m | 119.68 |
| 10 | 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,
Pedestal |
kg | 2672.07 |
| 11 | RC0001 |
Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size),
Pedestal |
cu.m | 21.35 |
| 12 | SM0072 |
Providing and laying Hand packed stone filling or soling with stones,
Plinth beam |
cu.m | 11.96 |
| 13 | 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),
Plinth Beam |
cu.m | 10.77 |
| 14 | RC0090 |
Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc.,
Plinth beam |
sq.m | 319.88 |
| 15 | 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,
Plinth beam |
kg | 1754.79 |
| 16 | RC0001 |
Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement - all work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size),
Plinth beam |
cu.m | 31.9 |
| 17 | SM0072 |
Providing and laying Hand packed stone filling or soling with stones,
Concrete flooring |
cu.m | 181.5 |
| 18 | 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),
Concrete flooring |
cu.m | 181.5 |
| 19 | RC0090 |
Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork - Foundation and plinth etc.,
Concrete flooring |
sq.m | 79.2 |
| 20 | 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,
Concrete flooring |
kg | 3867.65 |
| 21 | 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),
Concrete flooring |
cu.m | 181.5 |
| 22 | EW0195 |
Filling of trenches, sides of foundations etc. inlayers<200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m,
Back filling |
cu.m | 1365.35 |
| 23 | SW0080 |
Providing & fixing M.S. round hold-down bolts with nuts and washer plates,
Anchor bolts |
kg | 937.7 |
| 24 | NRDCL00006 |
Supply and installation of 5 mm thick CNC-cut template plates of size 340mm x 580 mm (B), as per the drawings.,
Base plate Template B |
nos. | 18.0 |
| 25 | NRDCL00007 |
Supply and installation of 5 mm thick CNC-cut template plates of size 280mm x 530 mm (A), as per the drawings.,
Base plate template C |
nos. | 4.0 |
| 26 | NRDCL00008 |
Providing grouting of minimum compressive strength of 65 mpa (50mm) below the column base plates to level the columns,
Grouting under the steel column base plate |
cu.m | 1.42 |
| 27 | SW0001 |
Steel work in single section including cutting, hoisting, fixing and applying priming coat of red lead paint - In R.S. joists,
ISHB 300 and ISHB 200 Columns |
kg | 6943.2 |
| 28 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for column base plates including the stiffeners and gusset plates,
Column Cap |
kg | 233.15 |
| 29 | SW0010 |
Steel work riveted or bolted, in built up sections, trusses, frame-works, including cutting, hoisting, fixing and applying priming coat of red lead paint in circular hollow sections in column bracing,
Column bracing struts (CSH 100 NB) |
kg | 598.94 |
| 30 | SW0011 |
Steel work riveted or bolted, in built up sections, trusses, frame-works, including cutting, hoisting, fixing and applying priming coat of red lead paint in In Tees, angles, flats and channels in bracing components for columns,
Bracing components, connection steel plates |
kg | 288.59 |
| 31 | SW0022 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint tubular sections for Girts,
Girts |
kg | 6129.21 |
| 32 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for Girt connection,
Girt Connection |
kg | 292.52 |
| 33 | SW0022 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint tubular sections for Purlins,
Purlins |
kg | 8266.91 |
| 34 | SW0021 | Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for Purlin connection, | kg | 314.9 |
| 35 | SW0022 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint in tubular sections for roof trusses,
Truss |
kg | 8910.0 |
| 36 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels fortruss base plates including the stiffners and gusset plates,
Truss base plate |
kg | 205.17 |
| 37 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for truss connection to base plate,
Truss connection |
kg | 177.14 |
| 38 | SW0022 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint in tubular sections for tie runners,
Tie Runners |
kg | 1743.69 |
| 39 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for tie runner connection to truss,
Tie Runner Connection |
kg | 90.15 |
| 40 | NRDCL00009 |
Providing & fixing wind bracing with 20mm dia tension rods with threaded ends including nuts and washers as per the drawings.,
Roof Bracing |
kg | 347.64 |
| 41 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for roof bracing connection to truss,
Roof bracing connection |
kg | 41.89 |
| 42 | SW0021 |
Steel work welded, in built up sections, trusses, frame-works including cutting, hoisting, fixing and applying priming coat of red lead paint In Tees, angles, flats and channels for column base plates including stiffners, gusset plates etc…,
Base plates |
kg | 928.58 |
| 43 | SW0081 |
Providing & fixing bolts of various sizes including nuts & washers,
Nuts and Bolts |
kg | 88.62 |
| 44 | RF0004 |
Providing & fixing Pre Painted Galvalume (PPGL) sheeting, including necessary accessories for fixing sheet (excluding the cost of purlins, rafter and trusses) - 25g
,
Roofing and Wall Cladding |
sq.m | 1880.3 |
| 45 | RF0150 |
P&f 1.2mm transparent sheet including 8mm G.I J or L hooks, bitumen & G.I limpet washers etc complete, excluding cost of frame,
Polycarbonate sheet for roof |
sq.m | 98.65 |
| 46 | RF0008 | Providing & fixing 600 mm ridges or hips in Pre-Painted Galvalume (PPGL) sheets, including necessary accessories for fixing sheet, | mtrs | 50.0 |
| 47 | NRDCL00010 |
Providing & fixing in position mechanical Aluminium Rolling shutters with motor and pulley of standard thickness, including all accessories complete ,
Mechanical Shutter |
sq.m | 32.0 |
| 48 | WW0241 |
Providing & fixing 50mm thick Panelled or glazed doors and windows Shutters etc. complete including hinges - Mixed Conifer,
Access Door |
sq.m | 2.1 |
| 49 | DR0001 |
Providing and laying 50mm thick Plinth Protection and grouted with fine sand mix including well rammed, finishing the top smooth - With cement concrete 1:3:6, 20mm aggregates, laid over 75mm thick layer of compacted gravel (40mm),
Plinth protection |
sq.m | 155.43 |
Amendment Details
| Sl | ID | Date | Details | Remarks |
|---|---|---|---|---|
| 1 | TAM26010004 | January 06 2026, 02:07 PM | EMD Value changed from 0 to 238714 | missed out |
| 2 | TAM26010005 | January 06 2026, 02:08 PM | EMD Type changed from Percent to Lumpsum | changed for lumpsum |
| 3 | TAM26010006 | January 06 2026, 02:10 PM | Total Estimated changed from 0 to 11935724.37 | missed out |
