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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.2 LAccepted-Finance | 1st | Accepted-Finance Admitted | |
| 2 | 2nd₹4.5 L+₹30,880.72 (7.30%)Accepted-Finance | 2nd | Accepted-Finance Admitted | |
| 3 | 3rd₹5.0 L+₹74,293.49 (17.6%)Accepted-Finance R O TARCHIT | 3rd | Accepted-Finance Admitted | |
| 4 | 4th₹5.2 L+₹99,995.99 (23.6%)Accepted-Finance MUDH LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH | LEH LADAKH | LADAKH | 194101 | 4th | Accepted-Finance Admitted |
Tender Value
₹5.3 L
EMD Value
₹10,600
Closing Date
13 May 2021, 4:00 pmClosed
Executive Engineer PWD R and B SSD Nyoma.
Executive Engineer PWD R and B SSD Nyoma.
Providing and laying of WBM Ist and IIIrd and Construction of B/wall in link road Tasur to Tukla.(RD.0 to 250Mtr) (UNDER D. Plan)
2021_PWD_2889_8
02 of SSD Nyoma oF 2020-21
Open Tender
Civil Works - Others
Item Rate
15 days
Thasur to Tukla Nyoma
As per NIT
6 documents required · 6 mandatory
₹500
Executive Engineer SSD Nyoma.
₹10,600
15 Jun 2021
29 Apr 2021
14 May 2021
29 Apr 2021
13 May 2021
29 Apr 2021
Amount
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm.
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density.
Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
Supplying and stacking at site Good Earth.
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingmdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
Dumping stone including cost of stones. in Horizontal on level Complete Job.
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry.
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone.
Carriage of material by mechanical transport including loading unloading Complete Job. Cement an avg. lead 95 km.
Carriage of material by mechanical transport including loading unloading Complete Job. Stone agg. Above 40mm an avg. lead 03 km.
Carriage of material by mechanical transport including loading unloading Complete Job. Stone agg. below 40mm an avg. lead 03 km.
Carriage of material by mechanical transport including loading unloading Complete Job. Earth an avg. lead 03 km.
Carriage of material by mechanical transport including loading unloading Complete Job. Sand an avg. lead 30 km.
Carriage of material by mechanical transport including loading unloading Complete Job. Stone an avg. lead 01 km.
M/S PADMA DECHEN
M/S TSEWANG DOLMA
M/S RIGZIN PALGON GOVT CONTRACTOR
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