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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC | ₹2.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹3.5 L+₹65,476.22 (22.8%)Rejected-AOC | ₹3.5 L+₹65,476.22 (22.8%) | 2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical JHAWAREDI POST KARBARI IDBI BANK COMPLEX SHIMLA ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.5 L
EMD Value
₹18,000
Closing Date
4 Aug 2020, 4:00 pmClosed
Executive Engineer
EDD Mohanpur 56-Special Wing Near Amitabh Textile Mill Premnagar Dehradun-248007
Construction of new 11-0.4 kV Sub-stations associated lines and Increasing Capacity of Distribution Transformers in EDSD Selaqui under EDD Mohanpur
2020_UPCL4_25075_1
1/2020-21
Open Tender
Electrical Works
Item Rate
30 days
As per tender document
As per tender document
4 documents required · 4 mandatory
₹295
Executive Engineer EDD Mohanpur
₹18,000
29 Sept 2023
23 Jul 2020
5 Aug 2020
23 Jul 2020
4 Aug 2020
23 Jul 2020
Amount
Carriage of following type of Material from store centre/IE store to site of work distance approximate 0-40 km. With loading & unloading complete: -
ST Pole Sp-33
Stock material
Manual Shifting of following material from road site to pit side distance appro. 0 to 0.5 Km.
ST Pole Sp-33
Stock material
Excavation of earth for pole pit of size 9x6x1/6 of full length of pole for errection of pole in all type of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete.
Grouting of pole in size 45x45/1/9 of the support in CC ratio 1:4:8(1 Cement : 4 graded stone 20mm nominal size : 8 coarse sand) block including cost of cement, stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESSPO constr mannual.
Errection of D/P pole SP-33
Muffing of Poles as per norms
Excavation of earth for stay pit of size 6x6x1.2 mtr in all type of soil including proper dressing of sides and ramming bottom including getting out the excaveted soil and disposal of surplus of excavated soil as directed Complete work.
Fixing tightening and nozzling of stay with pole and stay rod on required tension as per drawing/RESSPO Mannual
LT Stay
Grouting of stay in size .6x.6x.3 in CC ratio 1:4:8(1 cement:4 graded stone 20 mm nominal size:8 coarse sand ) block including cost of cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment ,levling as per RESSPO constr. manual
Erection of Earthing of Support with MS Earth Rod
Fabrication of Ms Angle /channel
Mounting of fuse seton D/P Structure
Fixing of LT fuse set
Mounting of TPMO on D/P Structure
Special type of earthing for S/S T/F netural, structure and LA
Laying Spreading sagging of AB Cable
Fixing of Lightening arrestor
Dismentaling of old T/F Dp Pole Structure and opening of all connection from LT and HT line
Back head load cartage og T/F by head load from S/S to road side.
Dismentaling of PCC Double pole
Mounting of T/F on Double pole with fixing of all accessories & making both side connection.
Opening and fixing of existing consumer connection.
Back cartage of old T/F from road to ESC Aaraghar
S R CONSTRUCTION COMPANY
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