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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹40.2 LAccepted-Finance | 1st | Accepted-Finance Admitted | |
| 2 | 2nd₹42.1 L+₹1.9 L (4.64%)Accepted-Finance | 2nd | Accepted-Finance Admitted | |
| 3 | 3rd₹43.9 L+₹3.7 L (9.16%)Accepted-Finance | 3rd | Accepted-Finance Admitted |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
7 Jan 2020, 4:00 pmClosed
Executive Engineer SSD khaltsi
Office of the Executive Engineer SSD khaltsi
Construction of R/Wall and B/Wall in Link Road to Skurbuchan Gonpa via Thang km 1st.(Plan)
2019_PWDJK_89102_2
E-Tender-56 of SSD Khaltsi of 2019-20
Open Tender
Civil Works
Item Rate
60 days
Khaltsi
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,200
Executive Engineer SSD khaltsi
₹50,000
Yes
13 Jan 2020
26 Dec 2019
9 Jan 2020
27 Dec 2019
7 Jan 2020
27 Dec 2019
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil
Ordinary Rock
Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone with bond stone.including carriage complete job.
Random rubble masonry with hard stone from quarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)(Including cost of material and carriage complete job)
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(Crushed) Including cost of material and carriage complete job.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in :(Deduct for Not Watering and Rolling)
TSEWANG RIGZIN
Sh. Dawa Tsering
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finance_167329.pdf
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