Construction of New 11 KV Composite feeder on existing 11 KV Troika feeder and replacement of existing Conductor by Rabbit Conductor under EDSD, Selaqui under EDD, Mohanpur.

Total amount of the "Rate Schedule" sheet

SCHEDULE OF QUANTITY AND RATE FOR CONSTRUCTION OF NEW 11 KV COMPOSITE FEEDER ON EXISTING 11 KV TROIKA FEEDER AND REPLACEMENT OF EXISTING CONDUCTOR BY RABBIT CONDUCTOR UNDER EDSD, SELAQUI UNDER EDD, MOHANPUR AGAINST E-TENDER SPECIFICATION NO.86/EDCRDDUN/2025-26

Name of The Bidder's Firm:

Part [A] (Supply Portion)

LT Clamp With N&B ST Pole SP-55

Earth Wire Clamp For SP-55 With N&B

PP & Clamp with N&B ST Pole SP-55

Stay Clamp for SP-55 With Nut & Bolt

PP & Clamp with N&B ST Pole SP-33

Earth Wire Clamp for SP-33 With N&B

Shackle Insulator 100x115 mm With N&B

GI Pipe 6 Meter long

11 KV IPC for Covered to Covered Conductor

11 KV IPC for Covered to Bare Conductor

11 KV Mid Span Jointing Kit

11 KV Suspension Ties/Cable Ties on Pin Insulator

HDPE Pipe PE 100 PN6 DIA 160mm

11 KV AAAC Covered Conductor AL-59, 99 sqmm

11 KV Tension Clamp with Bail & IPC

Total - Part [A]

Part [B] (Labour Portion)

Cartage of ST pole and PCC Poles from store centre to construction site with loading, unloading at both points and oroper stacking. (21-50 Km.)

Cartage of other material (other than poles) by vehicle fro Store Center to nearest construction site Store including loading and unloading at both ends. (21-50 Km.)

Rs.Per Qtl.

Head load cartage of following Poles from road to site

Upto 0 to 1 Km.

Head load cartage of Small material. Rates are per Km/Quintal including loading and Unloading.

Upto 0 to 1 Km.

Excavation of earth for pole pit of size 0.9x0.6x1/6 of full length of pole for erection of pole in all type of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work

Erection of following Single support pole in proper level and alignment alongwith fixing of all accessories, like top channel, X-bracing & clamps as per RESPO construction Manual.

Erection of following Double support pole in proper level and alignment alongwith fixing of all accessories, like top channel, X-bracing & clamps as per RESPO construction Manual.

Grouting of pole in size 0.45x0.45x1/9 of the support in CC ratio 1:4:8 (1 cement: 4 graded stone 20mm nominal size : 8 coarse sand ) block including cost of Cement,sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESPO construction Manual.

Muffing of poles size 0.45 cm x 0.60 cm radious with cc 1:3:6 (1 cement: 3 coarse sand : 6 graded stone 10mm nominal size) block size 45cm height from ground level including cost of cement, stone and sand etc.

Fabrication of M.S. Channel Angle iron after cutting in required sizes with drilling of holes upto good finish for top channel, bracing and special type bracket etc. as per RESSPO sehedule and local approved drawing.

Dismentaling of Single PCC Pole

Dismentaling of Single ST Pole SP-33

Dismentaling of 11 KV Line Weasel

Errection of Bracket in 11 KV line

Excavation of earth for Stay pit of size 0.6x0.6x1/2 mtr in all type of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work

Fixing, tightening and nozzaling of Stay with pole and stay rod on required tension as per drawing / RESPO manual.

11 KV line

Grouting of Stay in size 0.6x0.6x0.3 in CC ratio 1:4:8 (1 cement : 4 graded stone 20mm nominal size : 8 coarse sand ) block including cost of Cernent, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESPO Manual.

Route cleareance by cutting of tree branches / pruning, lopping and chopping of trees for L.T., 11 & 33 KV line.

Earthing of support with M.S. Earth rod of 2.5 meter long by hammaring of M.S. Rod to proper depth and connecting the earth electrode with the helpof G.I. wire as per construction manual.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1. 5m in width or 10 sqm on plan), including dressing of sides and rammingof bottoms, lift upto 1.5 m, including getting out the excava ted soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR Code 2014) 2.8.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in de pth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR Code 2014) 2.25

Extra for every additional lift of 1.5 m or part thereof in excavation / (DSR Code 2014) 2.26.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (DSR Code 2014) 4.1.8

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform (DSR Code 2014) 5..9.3

Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts (DSR Code 2014) 5.9.6

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Thermo- Mechanically Treated bars (DSR Code 2014) 5.22.6

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per ap proved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, ha ving continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pum ping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, inclu ding cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability w ithout impairing strength and durability as per direction of the Engineer - in - charge(Note :- Cement content considered in this it em is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level. (DSR Code 2014) 5.37.1

Mounting & Fixing of Fuse sets on double pole structures including making of connections complete work

Fixing of 11 KV XLPE Jointing Kit

Fixing of RCC Cable Route Marker Including cost material

Making of section pole for existing LT/HT/33KV line complete in all respect.

Laying of Rabbit Conductor in HT Line

Road Cutting and Repairing

Service of Hydra Machine

Fixing of 11 KV 90 KN Tension Clamp B&IPC

Fixing of 11 KV Suspension Ties

Fixing of 11 KV IPC for Covered to Covered Conductor

Fixing of 11 KV IPC for Covered to Bare Conductor

HIPOT Cable Testing before Energizing

Fixing of Mid Span Jointing Kit

Errection of Tri Pole for ST Pole SP-55

Laying Spreading Stringing AAAC Conductor

Errection & Laying of 11 KV 3x300 in HDPE

Making Loop of 11 KV XLPE Cable

Digging Trench for Laying U/G 11 KV Cable

Back carriage of Scrap Material

Back Headload caratage of Petty material

Total - Part [B]

TOTAL [Part-(A) + Part (B)]

Place

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