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| 1 | Total amount of the \\"Rate Schedule\\" sheet SCHEDULE OF QUANTITY AND RATE FOR RECONSTRUCTING AND REALIGNMENT OF 33KV AWHO AT DIFFERENT PLINTH LOCATIONS UNDER EDSD, GANESHPUR UNDER EDD, MOHANPUR AGAINST E-TENDER SPECIFICATION NO.02/EDCRDDUN/2026-27 Name of The Bidder's Firm: 0.0 Sl. No. Description of Work Unit Qty Rate Amount Part [A] (Supply Portion) |
| 2 | Earth Wire Clamp for SP-55 With N&B |
| 3 | PP & Clamp with N&B ST Pole SP-55 |
| 4 | Stay Clamp for SP-55 With N&B Total - Part [A] 0.0 Part [B] (Labour Portion) |
| 5 | Cartage of ST pole from store centre to construction site with loading, unloading at both points and oroper stacking. (21-50 Km.) SP-55 Nos 19.0 0.0 |
| 6 | 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. Qtl 15.0 0.0 |
| 7 | Head load cartage of following Poles from road to site Upto 0 to 1 Km. SP-55 No 19.0 0.0 |
| 8 | Head load cartage of Small material. Rates are per Km/Quintal including loading and Unloading. Upto 0 to 1 Km. Qtl 15.0 0.0 |
| 9 | 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 help of G.I. wire as per construction manual. |
| 10 | 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 RESPO sehedule and local approved drawing. |
| 11 | Excavation of earth for Stay pit of size 0.6x0.6x1.2mtr 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 |
| 12 | Fixing , tightening and nozzaling of Stay with pole and stay rod on required tension as per drawing / RESPO manual. 33 KV Stay Set Nos 15.0 0.0 |
| 13 | 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. |
| 14 | 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 ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.2.8.1 (DSR Code 2014) |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.2.25 (DSR Code 2014) |
| 16 | Extra for every additional lift of 1.5 m or part there of in excavation /2.26.1 (DSR Code 2014) |
| 17 | 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)4.1.8 (DSR Code 2014) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform5.9.3 (DSR Code 2014) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts5.9.6 (DSR Code 2014) |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars5.22.6 (DSR Code 2014) |
| 21 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as per direction of the Engineer - in - charge (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. 5.37.1 (DSR Code 2014) |
| 22 | Erection of following Single support pole in proper level and alignment alongwith fixing of all accessories, like top channel & clamps as per RESPO construction Manual. SP-55 Nos 5.0 0.0 |
| 23 | 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. SP-55 Nos 3.0 0.0 |
| 24 | Erection of following Four pole support in proper level and alignment alongwith fixing of all accessories, like top channel, X-bracing & clamps as per RESPO construction Manual (labour charges). SP-55 Nos 2.0 0.0 |
| 25 | Dismantling of existing LT/HT line. including disc fitting, Insulator, clamps, Nut & Bolts and consumer connections and Street light connections etc. including rolling of conductor and cartage back from site to JE store Single Pole SP-33 Nos 15.0 0.0 |
| 26 | Dismantling of existing LT/HT line. including disc fitting, Insulator, clamps, Nut & Bolts and consumer connections and Street light connections etc. including rolling of conductor and cartage back from site to JE store Double Pole SP-55 Nos 2.0 0.0 |
| 27 | Dismantling of 33 KV line (Panther/Dog) |
| 28 | Service of Hydra Machine |
| 29 | Laying, Spreading, Stringing and Sagging of 33 KV line in 3 phase (3 Phase 4 wire) of the following wire as phase wire with G.I. earth wire complete including fixing of all accessories in 3 Nos. conductor in parallel with binding and jumpering as per profile and profile and sagging chart. |
| 30 | Back carriage of Scrap Material |
| 31 | Back carriage of Scrap Material Total - Part [B] 0.0 TOTAL [Part-(A) + Part (B)] 0.0 Place Date Superintending Engineer Please Enable Macros to View BoQ information |
