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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | ₹14.1 L | L1 | Accepted-AOC Found lowest one bidder |
| 2 | L2₹15.0 L+₹97,685 (6.95%)Rejected-AOC | ₹15.0 L+₹97,685 (6.95%) | L2 | Rejected-AOC Quoted high rate as compared to L1 |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
6 Oct 2021, 2:00 pmClosed
Executive Engineer
Rural Engineering Wing Leh
Construction of Football stadium at Spituk
2021_RDD_4656_1
NIT 84 UTLeh REW of 2021-22
Open Tender
Civil Works - Others
Item Rate
60 days
Leh
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
Executive Engineer
₹30,000
Yes
8 Dec 2021
27 Sept 2021
8 Oct 2021
27 Sept 2021
6 Oct 2021
27 Sept 2021
Amount
Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
Providing and Laying of dry-stone soiling of any thickness in horizontal level, hand packed 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). Using crushed Stone:
Providing and fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring, shuttering and complete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) (A) Crushed
15mm thick Cement plaster on the rough side of half single brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand).
Finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/10sqm
Earthwork in rough excavation, banking excavated earth in layers not exceeding 20 cm 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 minimum 8 tonnes and dressing up in embankments for roads, flood banks marginal banks and guide banks or tilling up ground depressions let upto 50 mtr and lift upto 1.5 mtr. Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 em in depth. Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 em in depth.
carriage charge of Solling Stone average lead upto 10 km by mechanical transport.
Carraige charge of sand and stone aggregate average lead upto 10 km by mechanical transport.
Carriage of Earth from an avg lead upto 5 km by MT
M/S ISHEY TSERING GOVT CONTRACTOR
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
aoc.pdf
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