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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.3 LAccepted-Finance R O KUNGYAM | FARIDABAD | HARYANA | 121004 | 1st | Accepted-Finance Admitted | |
| 2 | 2nd₹4.3 L+₹641.82 (0.15%)Accepted-Finance | 2nd | Accepted-Finance Admitted | |
| 3 | 3rd₹48,404−₹3.8 L (88.8%)Accepted-Finance | 3rd | Accepted-Finance Admitted | |
| 4 | 4th₹8.8 L+₹4.5 L (103.7%)Accepted-Finance R O CHUCHOT SHAMMA | LEH LADAKH | LADAKH | 194101 | 4th | Accepted-Finance Admitted | |
| 5 | 5th₹8.9 L+₹4.6 L (106.2%)Accepted-Finance | 5th | Accepted-Finance Admitted |
Tender Value
₹5.1 L
EMD Value
₹10,200
Closing Date
1 Feb 2021, 4:00 pmClosed
Executive Engineer PWD R and B SSD Nyoma.
Executive Engineer PWD R and B SSD Nyoma.
Construction of link road Kungyam Phu. (Under SDP)
2021_PWD_2007_1
E-Tender 15 of SSD Nyoma OF 2020-21
Open Tender
Civil Works - Others
Item Rate
30 days
Kungyam Nyoma
AS per NIT
6 documents required · 6 mandatory
₹500
Executive Engineer SSD Nyoma.
₹10,200
10 Feb 2021
19 Jan 2021
2 Feb 2021
19 Jan 2021
1 Feb 2021
19 Jan 2021
Amount
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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade including curingbut excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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)
Dry random rubble masonry with hard stone in foundation and plinth using quarry stone With bond stone.
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete.
Centering and shuttering including strutting, propping etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, mouldings as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
Carriage of material by MT Cement an ang. lead 100 km.
Carriage of material by MT Sand an ang. lead 85 km.
Carriage of material by MT Stone agg. an ang. lead 45 km.
Carriage of material by MT Stone/boulder an ang. lead 05 km.
Carriage of material by MT Earth disposal an avg. lead 05 Km.
M/S SONAM RIGZIN GOVT CONTRACTOR
M/S PADMA DECHEN
M/S THIINLES TUNDUP
M/S STANZIN SPALBAR
M/S SONAM PUNCHOK GOVT CONTRACTOR
stage.html
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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