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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance POLICE LINE ROAD KUMOUR PITHORAGARH | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹21.7 L (17.9%)Admitted-Finance 108 3 CHANDAR NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr+₹21.7 L (17.9%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹34.1 L (28.1%)Admitted-Finance VILL UPPER NATHANPUR PO NEHRUGRAM NR AMBIWALA GURUDWARA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.6 Cr+₹34.1 L (28.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Saun Engineering and Construction Co P Ltd L1 | MITTAL MACHINES PVT LTD L2 | BIJENDRA KUMAR POKHRIYAL L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cartage of ST Pole 9.0 Mtr SP-33, 9.0 mtr long(Bottom, portion hot dip Galvanized) by road transport from ESC Haldwani to road side of work inculding loading unloading and stacking at safe place Avg distt 300 Km Approx | 339 | No | - | - | - |
| 2.00 | Cartage of ST Pole 9.0 Mtr SP-55, 11.0 mtr long(Bottom, portion hot dip Galvanized) by road transport from ESC Haldwani to road side of work inculding loading unloading and stacking at safe place Avg distt 300 Km Approx | 18 | No | - | - | - |
| 3.00 | Cartage of small material by road transport from store center Pithoragarh to dump store distance 110 km including loading & unloading at both ends.and stacking | 628 | Qtl | - | - | - |
| 4.00Cartage of Pole & Other material by by head load road side to wotk side Approximate distance 3 km. | ||||||
| 4.01 | ST pole SP-33, 11.0 mtr long(Bottom, portion hot dip Galvanized) | 339 | No | - | - | - |
| 4.02 | ST pole SP-55, 11.0 mtr long(Bottom, portion hot dip Galvanized) | 18 | No | - | - | - |
| 4.03 | small materials | 628 | Qtl | - | - | - |
| 5.00Excavation of Foundation Pit for errection of ST SP-23 size 900X750X1500 mm for Single Pole in all type of soil & fixing all acessories of pole ,errection of support & grouting of poles in CC ratio 1:4:8 block size 450X450X1500 mm including cost of ballast,cement & sand back filling mud & boulder's in the rest part of pit it's ramming,proper alingment & levelling as per RESSPO specification's | ||||||
| 5.01 | SP-33 (with CC) Single Pole | 5 | No | - | - | - |
| 5.02 | SP-33 (with CC) Double Pole | 127 | No | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
1 Jul 2020, 12:00 pmClosed
SE EDC UPCL
SE OFFICE EDC UPCL PITHORAGARH
Construction of 33 kv line form upcoming 220/33 kv substation baram to 33/11 kv line form upcoming 220/33 kv substation Baram to 33/11 kv substaion Didihat pithoragarh under EDD Dharchula
2020_UPCL3_24207_1
10/EDC/P/2020-21
Open Tender
Electrical Works
Item Rate
180 days
DHARCHULA
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹11,800
EE EDD UPCL PITHORAGARH
₹2.5 L
Yes
18 Jul 2020
11 Jun 2020
1 Jul 2020
12 Jun 2020
1 Jul 2020
15 Jun 2020
Amount
Cartage of ST Pole 9.0 Mtr SP-33, 9.0 mtr long(Bottom, portion hot dip Galvanized) by road transport from ESC Haldwani to road side of work inculding loading unloading and stacking at safe place Avg distt 300 Km Approx
Cartage of ST Pole 9.0 Mtr SP-55, 11.0 mtr long(Bottom, portion hot dip Galvanized) by road transport from ESC Haldwani to road side of work inculding loading unloading and stacking at safe place Avg distt 300 Km Approx
Cartage of small material by road transport from store center Pithoragarh to dump store distance 110 km including loading & unloading at both ends.and stacking
Cartage of Pole & Other material by by head load road side to wotk side Approximate distance 3 km.
ST pole SP-33, 11.0 mtr long(Bottom, portion hot dip Galvanized)
ST pole SP-55, 11.0 mtr long(Bottom, portion hot dip Galvanized)
small materials
Excavation of Foundation Pit for errection of ST SP-23 size 900X750X1500 mm for Single Pole in all type of soil & fixing all acessories of pole ,errection of support & grouting of poles in CC ratio 1:4:8 block size 450X450X1500 mm including cost of ballast,cement & sand back filling mud & boulder's in the rest part of pit it's ramming,proper alingment & levelling as per RESSPO specification's
SP-33 (with CC) Single Pole
SP-33 (with CC) Double Pole
SP-33 (with CC) Four Pole
SP-55 (with CC) Double Pole
SP-55 (with CC) Four Pole
Muffing of poles size 450X450X300 mm above ground level in cc 1:3:6 including cost of ballast,cement & sand etc.
Making of top channel, bracings and special type bracket etc. by Galvanised 125X65 mm M. S. Channel, 65X65X6 mm and 75X75X6 mm angle iron after cutting in requried sized with drilling of holes upto good finish as per RESSPO specifications/Drawing and local approved drawing.
Erection of stay with digging of pits size 900X750X1200 mm in all type of soil,Grouting of 11KV stay in 1:4:8 cc size 600X600X300 mm including cost of ballast,cement & sand back filling of mud & boulders in the rest part of pit it's ramming,proper alingment , levelling after fixing of stay insulator, nuzzling & tighting with pole complete job as per RESSPO specification
Elecrode earthing of poles by driving it vertically inside the ground for its full length with top at least 0.6 mtrs.below the ground level & its jointing with supports with G.I. wire No.6 SWG & bolts and nuts as per RESSPO specifications
Laying, spreading, sagging & stringing of 33 KV line in 3 Phase(3 Phase 4 wire) ACSR Racoon conductor as phase and GS 7/16 as neutral cum earth wire including fixing of all acessories jumpering binding completet work as per RESSPO specifications
Providing and fixing of danger board complete by providing clamps of M.S. flat size 50X6 mm with nuts & bolts danger board made of M.S. sheet 2 mm thick 11"X7" size(including cost of all material).
Guarding of line over(telephone/Road/ LT line/River crossing) as per drawing with 6 SWG G.I. wire including fixing of guarding channel/ angle as per RESSPO specifications
Route clearance by cutting of tree branches Lopping chopping of tree branches and pruning of tree branche's
Following work to be carried out for construction of 29 Nos retaining wall for double poles and four poles as per enclosed drawing.
Excavation all type of soil including ramming and dressing of surface for construction of retaining walls for 29 Nos Four poles & Double poles (13.50X29) Cum as per drawing enclosed.
Base Concreting in 1:6:12 cc for construction of retaining walls for 29 Nos Four pole & Double pole (5.40x29) Cum as per drawing enclosed.
R&R Stone Masonry in 1:6 Course fine Sand and Cement for construction of retaining walls for 29 Nos Four pole & Double pole (45x29) Cum as per drawing enclosed.
Top Concreting in 1:2:4 cc for construction of retaining walls for 29 Nos Four pole & Double pole (0.9x29) Cum as per drawing enclosed.
HP Stone Filling works for construction of retaining walls for 29 No Four pole & Double pole (18x29) Cum as per drawing enclosed.
MITTAL MACHINES PVT LTD
BIJENDRA KUMAR POKHRIYAL
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