Making of shed, gravelling work and fencing with barbed wire at 10 No. substation of Sarubera Project under Kuju Area.

Amount

A):-Shed and Earthpit

Supply and erection of approved make safe earthing electrode consisting pipe inpipe technology per 15 3043-1987 made of corrosion free G.X. pipes with constant chmit valor sorrmendrid by highly runductive compound with higk charge dissipation suitable for effective and maintenance free earthing in earth pit of minimum hore dia. 150mm size, as mentioned below: With 3 metre 6.1. pipes having outer pipe dia of 50mm having 80-200 micron galianizing. Inner pipe dis, of 25mm having 200-250 Micron galvanizing. connection terminal dis, of 12mm in nominal soil with 50 kg (twa hag) back filling bentonite compound UL. listed and confirm to relevant International Indian standarıls around electenile upto ground level.

Supplying and fixing of 25sq. mm aluminum cable single core

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 em in depth, 1.5 mm inwidth as well as 10 sqm on plan) including disposal of excavatedcarth, lead upto 50 ni and lift upto 1.5 m. disposed earth to be levelled and neatly dressed 2.7.1 Ordinary 0.6m X 0.6m N1mX8 Nos. 2.58 cum

Brick work with common burnt clay modular bricks of elass designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 course sand) Earth pit 1M X 0.45 M N 0.12 MX 4 wall X 8 Not-1.73 cum

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick 1MX 0.45 m X 4 Nos. N 8 Nos.0.12 M X 0.45 MX 4 Nos. X 8 Nos.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (making of shed)

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts ämm diameter with bitumen and G.J. limpet washers or with G.1. limpetwashers filled with ite lead, including a coat of approved steel primer and two coats of approved paint en overlapping of sheetscomplete (up to any pitch in horizontal vertical 280 or curved surfaces), excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required. 0.63 mm thick with zine coating not less than 275 g/m²

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m inwidth as well as 10 sqm en plan) including disposal of excavatedearth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed for Shed 0.6 m X 0.6MX1m X 12 Nos. 4.32 cum for Barbed wire 0.45 m X 0.45M X 0.45 m X 16 Nos. 1.46 cum

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete for Shed 0.6 m X 0.6 M X 0.07 MX 12 Nos. 0.30 cum for Barbed wire 0.45 m X 0.45 M X 0.07 M X 16 Nos. 0.23 cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:1:3:6 (1) Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nomjani size) for Shed 0.6m X 0.6m X 1m X 12 Nos. 4.32 cum for Barbed wire 0.45 m X 0.45 m X 0.45 m X 16 Nos. 1.46 cum

Painting of Shed and iron pillers of boundary fencing

B:-Gravelling of switchyard and barbed wire of boundary

Earth work in excavation by mechanical rurans (Hydraulic caravatur)! manual mirant ever areas (Exreeding 30 cm in depth, 1.5 in both as well as 10 sqm on plany inchading stisposal of excavatedrarih, lead upin 50 m and lift upto 1.5 m. disposed rarih to be levelled and nently dressed Gravel Area 21 N24 MN 0.15m-75. CUM

Supply, filling, spreading and levelling gravels of size range 5 mm to 10 και in the reecharge pit, over the eviding layer of beublers, in required thickness, for all leads & lifts, all complete as per direction of Enineer in charge 21 N 24 m N 0.15m756 CUM

Supplying and filling in plinth with sund under Noors, including watering. maiming, consolidating and dressing complete 21 MN 24 AVN 0.15m-750 75

Barbed wire2x(37M x 34M)x 5 Nos

C):-Oil Soak Tank

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (evereding 30 em in depth, 1.5 m inwidth as well as 10 sqm on plan) inclusling disposal of excavatedcarth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and nently dressed 2.7.1 Ordinary 3 Mtr x 3Mir's 2Mtr 18 CUM, 15mX.0.5mirX.0.5mtr 3.75CUM

Providing and laying in position cement concrete of specified grade excluding the cost of rentering and shuttering-All werk up to plinth level 1:3:6 (1 Cement: 3 coarse sand (zone-111): 6 graded stone aggregate 20 mm nominal size) 3mir.x2 mtr x 0.24mte X-1.44 CUM

Providing and fixing G.I. Pipes complete with G.I. Fittings including trenching and reilling ete. 80 mm dia nominal bore.

Cement plaster skirting up to 30 em height, with cenment mortar 1:3 (Icement 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick mirs 2 mir 14 side 24 sqm

Steel reinforcement for R.C.C. Work including straightening, cutting, bading placing in position and binding all complete above plinth level Mild steel (90k/cumN1.44rum-129.6kG

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) 3 mtr x 2 mtr x 0.24 mtr X 4 side-5.76 CUM

Supplying and filling in plinth with sand under floors, including watering. ramming. consolidating and dresting complete. 0.5Mtr X 15 Mir X 0.5 Mir 3.75 CUM and 3 Mir N 1MMtr X 0.5 MirX4side 6 CUM

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete 80 mm

Providing and fixing C.I. double acting air valve of approved quality withi belts, nuts, rubber insertions ete. complete (The tail pieces, tapers ete if required will be paid separately) 80 mm

Cost of elbows 80 mm

Cost of Flange 80 mm

C):-Cable Trench

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bettams, lifl 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. IM X 8M X 0.75 M-6 com IM X 45 MX 0.75 M-33.75 cum

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. ImX8MX0.11 -0.2 cun

Providing and laying in poxibon cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 14.1.8 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded Mone aggregate 40 mm nominal sice) IMXMX. 0.15 and 1M X 45 M X 0.15

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 50 in foundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 8 MN 0.75 MX 0.24 MX2 Nov.- 2.88cum 45 MX 0.75 MX 0.24 MX2 Nos. 16.20cuni

12 mm cement plaster finished with a floating cont of neat cement of nils :12 mom cement plaster finished with a floating cont of neat cement of mix: 8M X 0.75 MX2 Nos. + 8M X 0.24 AM X 2 Nos. 45 MX 0.75M X 2 Nos. + 45 M X 0.24 MX 2 Nos.

Cement concrete flooring 1:2:4 (1 cement: 2 course sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. omplete.;40mm thick with 20mm nominal size stone aggregate for Slab 0.10 X 2 MX2MX 23

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level :5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-111): 3 graded stone aggregate 20 mm nominal size) 0.10 X2MX2

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, foutings, bases of columns, etc. for mass concrete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars 0.617 Kg/m

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench ete as required. Above 35 sq. mm and upto 95 sq mm

D):-LA earthing

Supplying and erection pit of minimum bore dia 150mm size, approved make safe earthing electrod consisting pipe-in-pipe technology as per IS 3043-1987 made of corrosion free G.I pipes with constant ohmic valve surrounded by highly conductive compound with high charge dissipation suitable for effective and maintenance free carthing as per mentioned below: with 3 Mtr G.I pipes having 200-250 micron galvanizing connection terminal dia of 12mm in nominal soil with 50 KG (Two bag) back fitting compound.

Supplying and fixing of 25sq. mm aluminum cable single core

Total impact of GST for the purpose of CTC

M/S ADITYA ENTERPRISES (BID ID -1130417)

M/S VAISHALI ELECTRIC COMPANY (BID ID -1130406)