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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance POLICE LINE ROAD KUMOUR PITHORAGARH | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹38.2 L
EMD Value
₹77,000
Closing Date
15 Jun 2020, 12:00 pmClosed
SE EDC UPCL
SE OFFICE EDC UPCL PITHORAGARH
Construction of 11 Kv line of new outgoing ogla feeder from new substation askot
2020_UPCL3_23893_1
09/EDC/P/2020/21
Open Tender
Electrical Works
Item Rate
180 days
DHARCHULA
please refer tenchnical bid part 1 docs
3 documents required · 3 mandatory
₹2,360
EE EDD UPCL PITHORAGARH
₹77,000
Yes
18 Jul 2020
26 May 2020
15 Jun 2020
27 May 2020
15 Jun 2020
28 May 2020
Amount
Cartage of Steel poles SP-23 from store centre to construction site with loading & unloading at both points approx distance 70 Km
Cartage of Small material by vehicle from store center to nearest construction site store including loading & unloading at both ends approx distance 70 Km
Head load cartage of SP-23 poles from road to work site approx lead distance 4 Km
Head load cartage of small line material including loading & unloading upto 4 Km
Digging of Pit Size 450 mm x 450 mm x 1500 mm in all type of soil. Errection of double pole after fixing of all accessories & grouting of pole in CC 1:4:8 size 450 mm x 450 mm x 1500 mm. including cost of cement, sand and ballast after grouting back filling of mud and boulder's in the rest part of pit and its ramming as per RESPO specification
Single pole of SP-23 (with CC)
Double pole of SP-23 (with CC)
Four pole of SP-23 (with CC)
Muffing of poles size 450 mm x 450 mm x 300 mm in 1:3:6 cc above ground level including cost of ballast, cement and sand etc.
Making of Top Channels by MS channel 100x50x6mm & Dropper/Bracing/Gaurding angles by MS angle 50x50x6 & 65x65x6 mm after cutting in required size drilling of required holes upto good finish as per RESSPO drawing.
Digging of pits for Errection of Stay Size 450 mm x 450 mm x 1200 mm in all type of soil. Grouting of stay rod in cc 1:4:8 cement block including cost of ballast , cement and sand after grouting back filling of soil and boulder in rest part of the pit and its ramming nozzling at both end and fixing of stay wire with pole and stay rod as per RESPO specification.
Grouting of earth rod 2500 mm 0.6 mtr. below from ground level and 2.5 mtr. away from the pole. Connection of earth rod with pole by G.I. wire and nut bolt.
Laying, spreading, stringing and sagging of 11 KV line in 3 P 4 W by Rabbit conductor and ACSR weasel conductor as earth wire complete including fixing of all accessories in 3 No conductor in parallel with binding and jump ring as per RSSPO construction manual.
Laying, spreading, stringing and sagging of 11 KV line in 2 P 2 W by Rabbit conductor and ACSR weasel conductor as earth wire complete including fixing of all accessories in 3 No conductor in parallel with binding and jump ring as per RSSPO construction manual.
Mounting/fixing of TPMO and fuse set on doble pole structure including making of connection complete work.
Route clearance by cutting of tree branches, lopping and chopping of trees for 11 KV line
T-off connection complete 11 KV
Guarding of 11 KV line
Providing and fixing of danger board complete by providing clamps of MS flat 50x6 mm and Nut & bolts, danger board of MS Sheet 2 mm Thick 11"x7" size(including cost of all materials)
Following work to be carried out for construction of 10 No. (3+7) retaining wall for double pole as per enclosed drawing.
Excavation all type of soil including ramming and dressing of surface for construction of retaining walls for 1 No Four pole & 4 No Double pole (1X16.42+4X17.95) Cum as per drawing enclosed.
Base Concreting in 1:6:12 cc for construction of retaining walls for 1 No Four pole & 4 No Double pole (1X5.47+4X5.99) Cum as per drawing enclosed.
R&R Stone Massonary in 1:6 Course fine Sand and Cemant for construction of retaining walls for 1 No Four pole & 4 No Double pole (1X44.16+4X58.44) Cum as per drawing enclosed.
Top Concreting in 1:2:4 cc for construction of retaining walls for 1 No Four pole & 4 No Double pole (1X.86+4X0.92) Cum as per drawing enclosed.
HP Stone Filling works for construction of retaining walls for 1 No Four pole & 4 No Double pole (1X7.92+4X13.55) Cum as per drawing enclosed.
KHUSHAL SINGH SAHI
Saun Engineering and Construction Co P Ltd
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