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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.9 LAccepted-Finance KUMDOK | MANCHERIAL | TELANGANA | 504273 | 1st | Accepted-Finance Admitted | |
| 2 | 2nd₹5.0 L+₹8,475.10 (1.72%)Accepted-Finance | 2nd | Accepted-Finance Admitted | |
| 3 | 3rd₹5.3 L+₹35,635.60 (7.23%)Accepted-Finance R O KUNGYAM | KUNGYAM | LEH | LADAKH | 3rd | Accepted-Finance Admitted | |
| 4 | 4th₹5.4 L+₹49,534.60 (10.1%)Accepted-Finance R O TARCHIT | 4th | Accepted-Finance Admitted |
Tender Value
₹5.9 L
EMD Value
₹11,800
Closing Date
4 Jun 2021, 4:00 pmClosed
Executive Engineer SSD Nyoma
Executive Engineer SSD Nyoma
Construction of link road to Gayik Mohalla of Kungyam by way of R/wall and filling.(RD. 0 to 45Mtrs) (Under D.Plan)
2021_PWD_3094_1
E-Tender 04 of SSD Nyoma 2021-22
Open Tender
Civil Works - Others
Item Rate
10 days
Gayak Nyoma
As per NIT
6 documents required · 6 mandatory
₹500
Executive Engineer SSD Nyoma
₹11,800
14 Jun 2021
21 May 2021
5 Jun 2021
21 May 2021
4 Jun 2021
21 May 2021
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:
Dumping stone including cost of stones. in Horizontal on level all 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. (Nallah)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd 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 filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.
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)
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.
Carriage of material by Mechanical Transport including loading unloading all complete job. Cement an ang. lead of 85 Kms.
Sand an avg. lead of 30 Kms.
Stone agg. an avg. lead of 45 Kms.
Stone boulder an avg. lead of 15 Kms.
Earth an avg. lead of 02 Kms.
M/S TSERING STOBDAN
MS JIGMAT SKALZANG
M/S TSEWANG DOLMA
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