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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC R O BOGDANG | BOUDH | ODISHA | 762012 | ₹13.5 L | L1 | Accepted-AOC Found lowest one bidder |
| 2 | L2₹13.9 L+₹41,516 (3.08%)Rejected-AOC R O BOGDANG | ₹13.9 L+₹41,516 (3.08%) | L2 | Rejected-AOC Quoted high rate as compared to L1 |
| 3 | L3₹15.7 L+₹2.2 L (16.2%)Rejected-AOC | ₹15.7 L+₹2.2 L (16.2%) | L3 | Rejected-AOC Quoted high rate as compared to L1 |
| 4 | L4₹15.8 L+₹2.3 L (16.7%)Rejected-AOC | ₹15.8 L+₹2.3 L (16.7%) | L4 | Rejected-AOC Quoted high rate as compared to L1 |
Tender Value
₹15 L
Closing Date
15 Nov 2022, 2:00 pmClosed
Executive Engineer
REW Leh
Construction of retaining wall along side drain at Eco Park Sumoor
2022_RDD_8361_3
NIT 51 - UTL REWL OF 2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Leh
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Payable To Executive Engineer
Exempted
12 Apr 2023
7 Nov 2022
17 Nov 2022
7 Nov 2022
15 Nov 2022
7 Nov 2022
Amount
Earth work in excavati..;n 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 KIND OF SOIL
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 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, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in : All kinds of soil Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 em in depth.
Providing and laying dry stone soiling any thickness in horizontal including cost of stone
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) nallah
Random Rubble masonry with hard stone from nallah 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) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone with bond stone.
Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size N allah
Centnng and shuttering including strutting~ propping etc and removal of form work for.-FoundatiOns footings. bases of columns
Carriage of stone by MT 5 KM
carriage of earth by MT 3 km
Carriage of cement by MT 130 KM
Carriage of sand bajree by MT 08 KM
M/S MOHD ALI GOVT CONTRACTOR
M/S LP NAMGAIL
M/S STANZIN LOBZANG
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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