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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹42.9 LAccepted-AOC R O TSAGA | 1 | Accepted-AOC Allotment issued | |
| 2 | 2₹42.9 LSame as 1Rejected-AOC | 2 | Rejected-AOC not issued | |
| 3 | 3₹42.9 LSame as 1Rejected-AOC CHUSHUL | LEH LADAKH | LADAKH | 194101 | 3 | Rejected-AOC not issued | |
| 4 | 4₹46.4 L+₹3.5 L (8.27%)Rejected-AOC R O SKERBUCHAN TEH KHALTSI LEH LADAKH 194106 | LEH LADAKH | LADAKH | 194106 | 4 | Rejected-AOC not issued | |
| 5 | 5₹49.0 L+₹6.1 L (14.3%)Rejected-AOC | 5 | Rejected-AOC not issued |
Tender Value
₹61.2 L
EMD Value
₹1.2 L
Closing Date
19 Dec 2020, 4:00 pmClosed
Executive Engineer RnB Div leh
Executive Engineer RnB Division Leh
Construction of link road Gurdwara Pather Sahib to Nimoo under SDP
2020_PWD_1674_2
E tender no 70 of RnB Division Leh
Open Tender
Civil Works - Others
Item Rate
30 days
Leh
As per NIT
5 documents required · 5 mandatory
₹2,000
Yes
Payable To Executive Engineer RnB Division Leh
₹1.2 L
Yes
8 Feb 2021
10 Dec 2020
22 Dec 2020
10 Dec 2020
19 Dec 2020
10 Dec 2020
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
Hard rock (Requiring blasting)
Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 fine sand) including carriage complete job.
Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone without bond stone.
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but including cost of wire-crates.
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.
Layig of crate in position
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials
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 or 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 : All kinds of soil:
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M/S TASHI DORJEY
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ABDUL REHMAN SHEIKH
M/S SHAUKAT ALI
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NEW JEHLUM CONSTRUCTION CO.
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