Construction of 11 KV Line for providing connection to GARKHA Drinking Water Scheme Jal Jeewan Mission JJM on turn key basis under EDD DHARCHULA under Deposit Head

Amount

SUPPLY OF CENTRALISED MATERIAL

T/F 11/0.4 63 KVA

T/F 11/0.4 100 KVA

Steel pole 8.5 mtr. SP-23 (BPHD)

Steel pole 8.5 mtr. SP-21 (BPHD)

ACSR weasel Conductor

11 KV Polyemer Disc insulator

11kv Disc fitting 45 KN

11 KV Polyemer Pin insulator with Pin

Earthing rod 20 × 2500 mm.

GI wire 6 SWG

11 KV GO switch

LT XLPE Cable 1X70 Sq mm

LT PRMC (LT pilfer resistant metering cubical)

Stay SET 16 × 1800 mm.

Stay wire 7/10 SWG

PVC cable 4X25 mm

Lighting Arrester 9KV 5KA(polymer)

SUPPLY OF NON CENTRALISED MATERIAL

Top channel clamp & PP for SP-23 with nut & bolt Galvanised

Holding Clamp TPMO , fuse set, T/F base plate, guarding angle etc with N&B Galvanised

M.S. channel 100×50 mm Galvanised

M.S. angle 50x50x6 mm. Galvanised

Earth wire clamp for SP-23 with N&B Galvanised

Top bracing set clamp for SP-23 with N&B Galvanised

Bottom bracing set clamp for SP-23 with N&B Galvanised

E - clamp for 11 KV Pin Galvanised

11 KV fuse set

LT Shackle insulator clamp for SP-21 with N&B Galvanised

Shackle insulator with N&B

Stay clamp D/E with N&B for SP-23 Galvanised

Stay clamp S/E with N&B for SP-23 Galvanised

Stay clamp S/E with N&B for SP-21 Galvanised

Stay insulator

LABOUR CHARGE

Cartage of Steel poles from concer firm to construction site with loading & unloading at both points approx distance 600 Km

Steel pole 8.5 mtr. SP-23 (BPHD)

Steel pole 8.5 mtr. SP-21 (BPHD)

Other material(Centralised Items)

T/F 11/0.4 100 KVA

T/F 11/0.4 63 KVA

Head load cartage of following material from road to site approx distance 6 Km

Steel pole 8.5 mtr. SP-23 (BPHD)

Steel pole 8.5 mtr. SP-21 (BPHD)

Other material(Centralised Items+De-Centralised Items)

T/F 11/0.4 100 KVA

T/F 11/0.4 63 KVA

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.

Steel pole 8.5 mtr. SP-23(0.765X121)

Steel pole 8.5 mtr. SP-21(0.765X2)

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

SP-21 (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

Steel pole 8.5 mtr. SP-23(0.2565X121)

Steel pole 8.5 mtr. SP-21(0.2653X2)

Muffing of poles with CC1;3;6 block and 45 Cm hight from ground level including cost of ballast, cement & sand. SP-23

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.(0.432X856)

Fixing, tightening and nozzling of stay with pole and stay rod for 11 KV

Fixing, tightening and nozzling of stay with pole and stay rod for LT line

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 alignment, leveling.(268x0.108)

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 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

Laying, spreading, stringing and sagging of LT line with ACSR Weasel conductor 3 P 4W

Route clearance by cutting of tree branches/ proning, loping and chopping of trees for 11 KV line

Earthing of distribution T/F incuding digging of pit of size 2.5 mtr depth and make hole of size 150mm. Placing of earthing electrode(to be supplied by contractor as per drawing No A) as drawing B, connecting the same with GI strip(to be supplied by contractor) of size 35x6 mm as per drawing C for a minimum length 6 mm, treatment of soil with highly conductive subustance as per IS 30343 complete in all respect, result of earthing resistance to be recorded in MB before and after instalation of earthing. the earth resistance after earthing should be less then 1 Ohm.

Mounting/fixing of TPMO on doble pole structure including making of connection complete work.

Mounting/fixing of fuse set on doble pole structure including making of connection complete work.

Mounting & fixing of LA set(3 No) on double pole structure including making all connection vy GI strip size 35x6 mm to earth point(incuding cost of GI strip)

Installation/Mounting following 63 KVAT/F on D/P structure and fixing of channel and making all connections of HT and LT and its complete commissioning.

Installation/Mounting following 100 KVA T/F on plinth and making all connections of HT and LT and its complete commissioning.

Loading, unloading and cartage of LT PRMC from store to pt site and installation on D/P with the help of nut bolt and clamp and making of pass LT cable from transfromer to PRMC

Construction of transformer plinth work with size 2x2x1.1 Mtr above ground level and 0.6 mtr below ground level includung cost of cement ,brick ,ballast and sand

Excavation of earth 2.1x2.1x0.6 mtr

Cement concreating work in ratio 1:4:8 cc(2.1X2.1X0.15)

Brick work in 1:4(2X2X1.4)

RCC work 1:2:4 CC 15 Cm thick(2X2X0.15)

Cement plaster on side wall in 1:4(4x1.1X2)

Erection, providing and fixing of wire Mesh fencing around Plinth as per RESSPO

Construction of 14 No protection wall for 11 KV Structure

Excavation in all type of soil including ramming and dressing of surface FP(4x5.94)+DP(10x4.96)

Base concreting in 1:6:12 cc FP(4x1.98)+DP(10x1.66)

R&R Stone Massonary in 1:6 course fine sand & cement FP(4x25.19)+DP(10x19.6)

Top concreting in 1:2:4 cc FP(4x0.45)+DP(10x0.34)

HP Stone Filling FP(4x19.49)+DP(10x6.72)

M/s Kashmirilal Constructions Pvt. Ltd.

vijay electricals