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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.4 LAccepted-AOC | ₹25.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹25.9 L+₹56,880.65 (2.24%)Rejected-AOC | ₹25.9 L+₹56,880.65 (2.24%) | 2 | Rejected-AOC L2 |
| 3 | 3₹26.8 L+₹1.4 L (5.59%)Rejected-AOC POLICE LINE ROAD KUMOUR PITHORAGARH | ₹26.8 L+₹1.4 L (5.59%) | 3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹75,000
Closing Date
11 Oct 2022, 4:00 pmClosed
SUPERINTENDING ENGINEER
SE OFFICE EDC PITHORAGARH
construction of 11 KV line from gini band to samkot for villeage samkot to connect from bansbagar feeder to quity feeder nachni section edsd munsiyari UNDER EDD DHARCHULA
2022_UPCL3_49956_1
02/EDC(P)/2022-23
Open Tender
Electrical Works
Item Rate
180 days
MUNSYARI
PLEASE REFER TENDER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹2,360
EE EDD UPCL PITHORAGARH
₹75,000
26 Sept 2023
28 Sept 2022
12 Oct 2022
29 Sept 2022
11 Oct 2022
29 Sept 2022
Amount
Cartage of Steel poles SP-23 from store centre Pithoragarh to construction site gini band with loading & unloading at both points approx distance 150 Km
Cartage of other material by vehicle from store center Pithoragarh to nearest construction site gini bend store including loading & unloading at both ends 290 Km
Head load cartage of SP-23 poles from road to site approx distance 7 Km
Head load cartage of line material incuding loading & unloading upto 7 Km
Exavation of earth for pole pit of size 0.9x0.9x1/6 of full lenth of polestay pit size 0.6x0.6x1.2 mtrin all types of soil including proper dressing of 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.
SP-23 (with CC) four Pole
SP-23 (with CC) Double Pole
SP-23 (with CC) Single Pole
erection of pole support as per RESSPO specification of the following types of poles in boulder mixed soil, grouting of support in CC 1:4:8 block incuding cost of ballast,cement and sand, back filling of soil and boulders in pit and ramming filling of accessories of the pole, leveling and erection of pole
SP-23 (with CC) four Pole
SP-23 (with CC) Double Pole
SP-23 (with CC) Single Pole
Grouting of pole in size 0.45x0.45x1/9 of the supprt 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 allignment leveling as per resspo construction manual
SP-23 (with CC) four Pole
SP-23 (with CC) Double Pole
SP-23 (with CC) Single Pole
Muffing of poles with CC1;3;6 block and 45 Cm hight from ground level including cost of ballast, cement & sand
Fabriction 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, tightening and nozzling of stay with pole and stay rod for 11 KV
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
Grouting of stay in size 0.6x0.6x0.3 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 allignment leveling as per resspo construction manual
Laying, spreading, stringing and sagging of 11 KV line in 3 P 4 W of the Rabbit conductor with GI earth wire complete including fixing of all accessories in 3 Nos conductor in parallel with binding and jupering as per profile and sagging chart
ACSR Rabbit conductor
guriding for 11 kv line
Route clearance by cutting of tree branches/ proning, loping and chopping of trees for 11 KV line
T-off connection complete 11 KV
Construction of 11 KV F/P, D/PRetaining Wall (12 No.)
Excavation in all type of soil including ramming and dressing of surface FP(4x5.94)+DP(8x4.96)
Base concreting in 1:6:12 cc FP(4X1.98)+DP(8X1.66)
R&R Stone Massonary in 1:6 course fine sand & cement FP(4X25.19)+DP(8X19.6)
Top concreting in 1:2:4 cc FP(4X0.45)+DP(8X0.34)
HP Stone Filling FP(4X19.49)+DP(8X6.72)
WALDIA AND SONS
Saun Engineering and Construction Co P Ltd
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