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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹5.5 L+₹8,413.22 (1.55%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹4.9 L
EMD Value
₹9,740
Closing Date
1 May 2021, 4:00 pmClosed
Executive Engineer SSD Nobra
Office of the Executive Engineer SSD Nobra
Construction of link road from Sumgyak to Stujing at Sumoor under capex.
2021_PWD_2192_15
SSD/N/22 of 2020-21
Open Tender
Civil Works - Roads
Item Rate
45 days
Nobra
please refer to tender document
6 documents required · 6 mandatory
₹500
Yes
Payable To Executive Engineer SSD Nobra
₹9,740
Yes
5 May 2021
24 Apr 2021
3 May 2021
24 Apr 2021
1 May 2021
24 Apr 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. a.All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Incl cost of cement carriage.
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)Incl cost of cement carriage.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more incl carriage.
Centering and shuttering including strutting, propping etc. and removal of form work for: a) Foundations, footings, bases for columns
b)Columns, piers, abutments, pillars, posts and struts
c)Suspended floors, roofs, landings, balconies and access platforms.
Banking excavated earth in layers not exceeding 20cm 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
Carriage of materials by M.T from source to site loading, unloading complete job. a. Sand and stone agg 05 km.
c. Earth an avg lead 1 km
M/S TASHI WANGAIL
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