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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹6,477.44 (0.06%)Admitted-Finance POLICE LINE ROAD KUMOUR PITHORAGARH | ₹1.1 Cr+₹6,477.44 (0.06%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹83,004.12 (0.74%)Admitted-Finance | ₹1.1 Cr+₹83,004.12 (0.74%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | WALDIA AND SONS L1 | Saun Engineering and Construction Co P Ltd L2 | M/s Shahi Electricals L3 |
|---|---|---|---|---|---|---|
| 1.00Cartage of ST Pole & other material by road transport from ESSC Pithoragarh to road side of work inculding loading unloading and stacking at safe place Avg distt 100-150 Km Approx | ||||||
| 2.00 | ST Pole 9.00 M 410 SP-33 | 210 | No | 1,655 ₹3,47,550 Lowest | 1,657 ₹3,47,970 | 1,659 ₹3,48,390 |
| 3.00 | ST Pole 11.00 M 410 SP-55 | 30 | No | 2,090 ₹62,700 Lowest | 2,095 ₹62,850 | 2,096 ₹62,880 |
| 4.00 | Small material | 460.7 | Qtl | 1,147 ₹5,28,422.9 Lowest | 1,148 ₹5,28,883.6 | 1,149 ₹5,29,344.3 |
| 5.00Head load Cartage of Pole & Other material by head load road side to wotk side Approximate distance 1 km. | ||||||
| 6.00 | ST Pole 9.00 M 410 SP-33 | 210 | No | 476 ₹99,960 Lowest | 479 ₹1,00,590 | 478 ₹1,00,380 |
| 7.00 | ST Pole 11.00 M 410 SP-55 | 30 | No | 696 ₹20,880 Lowest | 700 ₹21,000 | 699 ₹20,970 |
| 8.00 | Small material | 460.7 | Qtl | 348 ₹1,60,323.6 Lowest | 348 ₹1,60,323.6 Lowest | 355 ₹1,63,548.5 |
| 9.00Dismanteling of existing HT line including disc fitting, clamps Nut & Bolts and consumer connection | ||||||
| 10.00 | Double pole of SP-33 | 23 | No | 3,998 ₹91,954 | 3,995 ₹91,885 | 3,990 ₹91,770 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
8 Jan 2025, 4:00 pmClosed
SUPERINTENDING ENGINEER
SE OFFICE EDC PITHORAGARH
SHIFTING AND RECONSTRUCTION OF 17.35 KM 33KV LINE IN BEETWEN KANALICHHINA TO OGLA SUBSTATION UNDER EDD DHARCHULA
2024_UPCL3_79247_1
23/EDC(P)/2024-25
Open Tender
Electrical Works
Item Rate
60 days
DHARCHULA
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
EE EDD UPCL PITHORAGARH
₹2.3 L
21 Feb 2025
28 Dec 2024
3 Feb 2025
28 Dec 2024
8 Jan 2025
28 Dec 2024
Amount
Cartage of ST Pole & other material by road transport from ESSC Pithoragarh to road side of work inculding loading unloading and stacking at safe place Avg distt 100-150 Km Approx
ST Pole 9.00 M 410 SP-33
ST Pole 11.00 M 410 SP-55
Small material
Head load Cartage of Pole & Other material by head load road side to wotk side Approximate distance 1 km.
ST Pole 9.00 M 410 SP-33
ST Pole 11.00 M 410 SP-55
Small material
Dismanteling of existing HT line including disc fitting, clamps Nut & Bolts and consumer connection
Double pole of SP-33
3 P 4 W of the dog conductor
Exavation of earth for pole pit of size 0.9x0.6x1/6 of full lenth of pole for erection of pole in all types of soil including proper dressing of sides and ramming of bottom including getting out the excavted soil and disposelof surplus and disposel of surplus excaveted soll as directed complete work.
Steel pole 9 mtr. SP-33 (BPHD)
Steel pole 11 mtr. SP-55 (BPHD)
Erection of following support of pole in proper leval and alignment alongwith fixing of all accessories like top channel & clamps as per RESSPO construction manual.
Four pole of SP-55
Four pole of SP-33
Double pole of SP-55
Double pole of SP-33
Single pole of SP-55
Single pole of SP-33
Grouting of pole in size 0.45x0.45x1/9 of the support in CC ratio 1:4:8 block including cost of cement sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling.
ST Pole 9.00 M 410 SP-33 (BPHD)
Steel pole 11 mtr. SP-55 (BPHD)
Muffing of poles with CC1;3;6 block and 45 Cm hight from ground level including cost of ballast, cement & sand
Making of MS Channel, angle iron after cutting in requeired sizes with drilling of holes upto good finish for top channel, bracing and special type bracket etc as per RESSPO
Exavation of earth for stay pit size 0.6x0.6x1.2 mtrin all types of soil including proper dressing of sides and ramming of bottom including getting out the excavted soil and disposelof surplus and disposel of surplus excaveted soll as directed complete work.
Fixing,tightining and nozzaling of stay with pole and stay rod on required tension as per drawing /resspo manual for 33KV line
Erection & earthing of support with MS Earth rod of 2.5 Mtr long incuding exavation of pit and digging of MS rod proper depth and connecting the earth electrode with the GI wire as per instruction manual
Laying, spreading, stringing and sagging of 33 KV line in 3 P 4 W of the dog conductor with ACSR weasel as earth wire complete including fixing of all accessories in 3 Nos conductor in parallel with binding and jupering as per profile and sagging chart
Guarding of 33 KV Line over (Telephone / Road / L.T. line crossing as per drawing with 6/8 SWG G.I. wire including fixing of guar ding channel/ angle as per RESSPO manual.
Route clearance by cutting of tree branches/ proning, loping and chopping of trees for 33 KV line
EXCAVATION IN FOUNDATION FOR RETAINING, BREAST WALLS ETC., IN ALL TYPE OF SOILS AND ROCKS INCLUDING ALL LEAD, LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER-IN-CHARGE AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 305.1 OFMORD SP
11KV DOUBLE POLE(7.0995X48)
PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING - ALL WORKS UPTO PLINTH LEVEL (I) 1:4:8 (1 - CEMENT;4 - COARSE SAND; 8 - GRADED STONE AGGREGATE 40MM NOMINAL SIZE).( FOUNDATION
11KV DOUBLE POLE(2.5745X48)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cem ent concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling le
11KV DOUBLE POLE(22.3096X48)
CEMENT PLASTER WORK
11KV DOUBLE POLE(0.5875X48)
H.P stone filling in back of walls including cost of all materials, royality,T& P etc. Complete
11KV DOUBLE POLE(10.5258X48)
Back Head load cartage of the following other material along with loading/unloading at both points From substation side to road side average lead distance 1 km
Small material
Back Cartage of other material by road transport by road transport from road side to ESSC Pithoragarh approx distance 51-70 Km including loading & unloading and stracking both ends.
Small material
Saun Engineering and Construction Co P Ltd (BID ID -355545)
M/s Shahi Electricals (BID ID -355546)
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