Construction of 1.00 km Forest Road at Gogona FMU and major maintenance of stringer bridge Natural Resource Development Corporation Limited Contract Awarded


Procurement Category: Civil

Dzongkhag/Location: Wangdue

Goods/Services/Work Type: CON-W1-Roads and Bridges (Small)

Procurement Method: Open Tendering

Annual Procurement Plan: 2024

Bidding Process: Single Stage Bidding - Single Envelope

Contact Details: Civil Engineer Engineering and Mechanical Service Section Forest Resources Division 17940403 bishal.subba@nrdcl.bt

Status: Contract Awarded


Bidding Details

Submission Date: April 06 2024, 05:00 PM

Opening Date: April 08 2024, 02:30 PM

Prebid Date: None

Prebid Place: None

Earnest Money Deposit Details

EMD Type: Lumpsum

EMD Value: Nu. 56,040.00/-

Evaluation Details

Financial Evaluation: 100%

Minimum Technical Score Required: 70.0

Agency Documents


Sl Document Link
1 Standard Bidding Document Download
2 General Conditions of Contract (GCC) Download
3 Integrity Pact Document Download
4 Bid Submission Form Download
5 Drawings Download
6 Bill of Quantities Download
7 Specifications of Geo-Textile Filter Fabric Download
8 Bid Data Sheet (BDS) and Special Conditions of Contract (SCC) Download
9 User manual to upload EMD Download
10 Activity schedule Download
Document Prerequisites For Participation


Sl Document
1 Bid Submission Form
2 CDB License
3 Integrity Pact Document
4 Tax Clearance
5 Trade License
Tender Items(BOQ/BOM)


Sl Item Code Item Name,
Additional Description/Specifications
UoM Qty
1 CG0002 Clearing jungle including up-rooting of vegetation and felling of trees of girth greater than 300mm & disposal within 50m of the site., sq.m 10000.0
2 RW0013 Excavation of road formation/trace/box cutting, with excavator including separate deposition of soil, rock sand stones within 50m for reuse over the distance of 2000m exact, irrespective of the station marking in the field. Disposed earth/rock to be leveled and neatly dressed. In general the formation width required is 5m. However, the formation width at Zigs, Sharp ridges & valleys will be more than 5m. The width of cutting should be as per the instruction of the site supervisor. Excavation in all types of soil, cu.m 3939.23
3 RW0014 Excavation of road formation/trace/box cutting, with excavator including separate deposition of soil, rock sand stones within 50m for reuse over the distance of 2000m exact, irrespective of the station marking in the field. Disposed earth/rock to be leveled and neatly dressed. In general the formation width required is 5m. However, the formation width at Zigs, Sharp ridges & valleys will be more than 5m. The width of cutting should be as per the instruction of the site supervisor. Excavation of rock with or without blasting, cu.m 788.94
4 EW0106 Excavation in foundation trenches for Hume pipe culvert i.e. catch-pit and Aprons, width <2.0m, area<10 sq.m in plain, depth >300mm including dressing & ramming, disposal of surplus soil/rock within 50m lead & 1.5m lift in all types of soil, cu.m 32.28
5 DR0093 Providing & laying NP2 class R.C pipes, including collars, jointing in cement mortar 1:2 including testing of joints etc. complete - 600mm dia., m 12.5
6 SM0051 Providing and laying Dry Rubble Masonry with hard stone hammer dressed in Catch-pit, DRM wall & Appron complete., cu.m 14.15
7 EW0195 a) Filling of trenches, sides of foundations etc.in layers<1.5m using selected excavated earth/boulder, ramming etc. within lead 50 m & lift 1.5m., cu.m 3.71
8 SM0072 Providing and laying Hand packed stone filling or soling with stones, cu.m 2.23
9 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 2000.0
10 SM0072 Providing and laying Hand packed stone filling or soling with stones, cu.m 670.0
11 EW0096 Providing and laying earth or borrow materials in layers including dressing and leveling in embankments for road shoulder within 50m lead., cu.m 75.0
12 RW0107 Construction of 600mm width x 500mm depth V-Shaped earthen side drain including excavation, levelling and disposing of excavated surplus earth/rock within 50m lead and making trenches in marshy areas., m 1000.0
13 RW0123 Binding of road & passing places surface by spreading and leveling the local good quality soil excavated within 50m lead and compacting with road roller of 8 - 10 ton, sq.m 3350.0
14 Consumables00002 Providing and laying non-woven geo-textile filter fabric (3m x 1000m) placed throughout the road and covering with soil for atleast 50mm. The Geotextile should be as per the standard provided in SBRW 2023, sq.m 3000.0
15 NRDCL-stringer-bridge00001 Loading, Transportation and unloading Loading, transportation and unloading of the weight bridge from Sha Regional Office to Gogona bridge site. Hiring of excavator for loading (1hr), Hiring of trailer for transporting (20hrs) , Hiring of excavator for unloading (1hr),
For the calculation of the rate, please do as follow:
1. A= Rate for loading (excavator)
2. B= Rate for trailer
3. C = Rate for unloading (excavator)
Take the average of the 3 rates.

Average rate = (A+B+C)/3 
input the average rate calculated in the quotation
Hour 22.0
16 PT0011 Providing & applying one coat of primers - Metal work - synthetic red oxide primer, sq.m 25.19
17 NRDCL-stringer-bridge00002 Dismantling of the old bridge. Dismantling of stringer logs and old bridge using excavator and stacking at site. Hiring of excavator for dismantling and stacking (2hrs),
please provide the hourly rate for excavator
Hour 2.0
18 EW0107 Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lift in all types of rocks with or without blasting., cu.m 5.45
19 SM0072 Providing and laying Hand packed stone filling or soling with stones, cu.m 1.64
20 CW0005 Providing and laying in position plain cement concrete excluding the cost of centering and shuttering - All work upto plinth level. - 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size, cu.m 1.09
21 SM0006 Providing & laying Random Rubble Masonry with hard stone in foundation & plinth - In cement mortar 1:5, cu.m 27.25
22 NRDCL-stringer-bridge00003 Bridge placing. Hiring of excavator for placing the weight bridge over the RRM abutments including the cost of laborers,
Please include the hourly rate for labour+machine
Hour 4.0
Amendment Details


Sl ID Date Details Remarks
1 TAM24030007 March 04 2024, 02:11 PM EMD Value changed from 155466 to 115466 EMD value mistaken
2 TAM24030012 March 20 2024, 01:15 PM Opening Date changed from 2024-03-20 12:41:04 to 2024-03-20 14:30:43 mistake opening time
3 TAM24030013 March 20 2024, 01:38 PM Submission Date changed from 2024-03-19 12:41:04 to 2024-03-20 14:30:24 Mistake in submission time
4 TAM24030014 March 20 2024, 01:39 PM Submission Date changed from 2024-03-20 14:30:24 to 2024-03-20 14:30:00 Mistake in Submission Date
5 TAM24040038 April 10 2024, 04:39 PM Benchmark Score out of 100 changed from 70 to 0 100% financial
6 TAM24040039 April 10 2024, 04:41 PM Evaluation Based On changed from Item to Lot lumpsum bidding
7 TAM24040040 April 10 2024, 04:45 PM Evaluation Based On changed from Lot to Item lumpsum
8 TAM24040041 April 10 2024, 04:51 PM Technical Evaluation Percent changed from 0 to 70 tender award not working with 0
9 TAM24040042 April 10 2024, 04:54 PM Technical Evaluation Percent changed from 70 to 0 100% financial
10 TAM24040043 April 10 2024, 04:54 PM Benchmark Score out of 100 changed from 0 to 70 lumpsum
11 TAM24040044 April 10 2024, 04:56 PM Evaluation Based On changed from Item to Item item
12 TAM24040045 April 10 2024, 04:58 PM Benchmark Score out of 100 changed from 70 to 70 benchmark