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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-AOC | L1 | Accepted-AOC Found lowest one bidder | |
| 2 | L2₹47.9 L+₹3.0 L (6.58%)Rejected-AOC | L2 | Rejected-AOC Quoted high rate as compared to L1 | |
| 3 | L3₹50.5 L+₹5.6 L (12.4%)Rejected-AOC | L3 | Rejected-AOC Quoted high rate as compared to L1 | |
| 4 | L4₹60.4 L+₹15.5 L (34.5%)Rejected-AOC | L4 | Rejected-AOC Quoted high rate as compared to L1 | |
| 5 | L5₹80.3 L+₹35.3 L (78.7%)Rejected-AOC | L5 | Rejected-AOC Quoted high rate as compared to L1 |
Tender Value
₹60 L
Closing Date
9 Jul 2022, 2:00 pmClosed
Executive Engineer
Rural Engineering Wing Leh
Construction of link road Skugar to Bridge road Phey
2022_RDD_6787_6
NIT 13 - UTL REWL OF 2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Leh
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Payable To Executive Engineer
Exempted
1 Sept 2022
23 Jun 2022
11 Jul 2022
23 Jun 2022
9 Jul 2022
23 Jun 2022
Amount
Earth work in excavation by mechanical means over areas (Exceeding 30 cm 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
Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone without bond stone
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 course sand: 4 graded stone aggregate 20mm nominal size (A) Crushed
Providing and laying M.S pipe 1’ dia and 20’ length for cross drainage of road incl. loading, unloading, carriage at site and including cost of pipe and refilling of earth complete.
Providing and laying RCC hume pipe 2’ inner dia and 8’ length for cross drainage of road incl. loading, unloading, carriage at site and including cost of pipe and refilling of earth complete.
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 rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking
Providing and laying Dry stone solling pitching laid in horizontal incl, 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) (A) Crushed
Centring and shuttering including strutting propping etc and removal of form work for.- Foundations: footings, bases of columns etc. for mass concrete.
carriage charge of Stone average lead upto 20 km by mechanical transport.
Carraige charge of sand and bajree average lead upto 10 km by mechanical transport.
carriage charge of Earth average lead upto 4 km by mechanical transport.
M/S TSERING STANZIN GOVT CONTRACTOR
M/S TASHI DORJAI
M/S Rigzen namgail
M/S MASOOD AHMAD GOVT CONTRACTOR
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